Bridge Statistics for Gonzales, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 656ft / 200mTotal length
- 184,816Total average daily traffic
- 34,627Total average daily truck traffic
- 285,782Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gonzales
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 51930-1939
- 61940-1949
- 51950-1959
- 81960-1969
- 31970-1979
- 61980-1989
- 22000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 61960-1969
- 01970-1979
- 31980-1989
- 01990-1999
- 42000-2009
- 32010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 68.2%Good
- 13.6%Satisfactory
- Bridge Condition - Superstructure
- 72.7%Good
- 22.7%Satisfactory
- 4.5%Fair
- Bridge Condition - Substructure
- 4.5%Very good
- 59.1%Good
- 31.8%Satisfactory
- 4.5%Fair
- Bridge Condition - Channel
- 7.3%Very good
- 56.1%Good
- 34.1%Satisfactory
- 2.4%Fair
- Bridge Condition - Culverts
- 5.3%Very good
- 52.6%Good
- 42.1%Satisfactory
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Structure Number: 130900002505066, Location: 1.65 MI W OF SH 80 (Lat: 29.530589, Lng: -97.710781), Route carried "on" structure: Alternate US 90, Year Built: 1949, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,660 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 5,130 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.9m (48.9ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130900002505066, Location: 1.65 MI W OF SH 80 (Lat: 29.530589, Lng: -97.710781), Route carried "on" structure: Alternate US 90, Year Built: 1949, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,660 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 5,130 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.9m (48.9ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13090000250605, Location: 1.85 MI W OF US 183 (Lat: 29.513758, Lng: -97.493575), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 34.11m (111.91ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: SAN MARCOS RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 22, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13090000250605, Location: 1.85 MI W OF US 183 (Lat: 29.513758, Lng: -97.493575), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 34.11m (111.91ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: SAN MARCOS RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 22, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900002506051, Location: 1.40 MI W OF US 183 (Lat: 29.514072, Lng: -97.486444), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: SAN MARCOS RI REL #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900002506051, Location: 1.40 MI W OF US 183 (Lat: 29.514072, Lng: -97.486444), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: SAN MARCOS RI REL #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900002506052, Location: 1.05 MI W OF US 183 (Lat: 29.514364, Lng: -97.480725), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: SAN MARCOS RI REL #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900002506052, Location: 1.05 MI W OF US 183 (Lat: 29.514364, Lng: -97.480725), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: SAN MARCOS RI REL #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900002506053, Location: 0.43 MI W OF US 183 (Lat: 29.514831, Lng: -97.470631), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: OLD TOWN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: Bituminous
Structure Number: 130900002506053, Location: 0.43 MI W OF US 183 (Lat: 29.514831, Lng: -97.470631), Route carried "on" structure: Alternate US 90, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,150 (year 2033), Design Load: H 15, Features Intersected: OLD TOWN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: Bituminous
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Structure Number: 130900002507153, Location: 0.65 MI NE OF US 90A (Lat: 29.529656, Lng: -97.430633), Route carried "on" structure: State highway 97, Year Built: 1966, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,781 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 6,770 (year 2033), Design Load: H 20, Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.994, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous
Structure Number: 130900002507153, Location: 0.65 MI NE OF US 90A (Lat: 29.529656, Lng: -97.430633), Route carried "on" structure: State highway 97, Year Built: 1966, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,781 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 6,770 (year 2033), Design Load: H 20, Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.994, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous
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Structure Number: 130900002507198, Location: 2.2 MI NE OF SH 304 (Lat: 29.564922, Lng: -97.392389), Route carried "on" structure: State highway 97, Year Built: 1975, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,282 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,700 (year 2033), Design Load: HS 20, Features Intersected: DENTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.688, Lanes on structure: 2, 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2019
Structure Number: 130900002507198, Location: 2.2 MI NE OF SH 304 (Lat: 29.564922, Lng: -97.392389), Route carried "on" structure: State highway 97, Year Built: 1975, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,282 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,700 (year 2033), Design Load: HS 20, Features Intersected: DENTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.688, Lanes on structure: 2, 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2019
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Structure Number: 130900015302013, Location: 4.55 MI NW OF US 90A (Lat: 29.565561, Lng: -97.505386), Route carried "on" structure: US 183, Year Built: 1940, Year Reconstructed: 1963, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,451 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 10,660 (year 2033), Design Load: H 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous
Structure Number: 130900015302013, Location: 4.55 MI NW OF US 90A (Lat: 29.565561, Lng: -97.505386), Route carried "on" structure: US 183, Year Built: 1940, Year Reconstructed: 1963, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,451 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 10,660 (year 2033), Design Load: H 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous
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Structure Number: 130900015302014, Location: 2.20 MI N OF US 90A (Lat: 29.544289, Lng: -97.478250), Route carried "on" structure: US 183, Year Built: 1940, Year Reconstructed: 1963, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 11,800 (year 2033), Design Load: H 15, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.178, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Bituminous
Structure Number: 130900015302014, Location: 2.20 MI N OF US 90A (Lat: 29.544289, Lng: -97.478250), Route carried "on" structure: US 183, Year Built: 1940, Year Reconstructed: 1963, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 11,800 (year 2033), Design Load: H 15, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.178, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Bituminous
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Structure Number: 130900015302021, Location: 1.40 MI N OF US 90A (Lat: 29.534444, Lng: -97.471506), Route carried "on" structure: US 183, Year Built: 1921, Year Reconstructed: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 11,800 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.457, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900015302021, Location: 1.40 MI N OF US 90A (Lat: 29.534444, Lng: -97.471506), Route carried "on" structure: US 183, Year Built: 1921, Year Reconstructed: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 11,800 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.457, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900015302022, Location: 2.55 MI N OF US 90A (Lat: 29.548992, Lng: -97.480136), Route carried "on" structure: US 183, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 11,800 (year 2033), Design Load: HL 93, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.577, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130900015302022, Location: 2.55 MI N OF US 90A (Lat: 29.548992, Lng: -97.480136), Route carried "on" structure: US 183, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 11,800 (year 2033), Design Load: HL 93, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.577, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130900015401001, Location: 0.80 MI N OF SH 97 (Lat: 29.485394, Lng: -97.447806), Route carried "on" structure: US 183, Year Built: 1934, Year Reconstructed: 1986, Status: Open, Structure Length: 43.46m (142.59ft), Average Daily Traffic: 11,114 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 18,600 (year 2033), Design Load: H 15, Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.019, Lanes on structure: 4, 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: 2, Number Of Approach Spans: 38, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900015401001, Location: 0.80 MI N OF SH 97 (Lat: 29.485394, Lng: -97.447806), Route carried "on" structure: US 183, Year Built: 1934, Year Reconstructed: 1986, Status: Open, Structure Length: 43.46m (142.59ft), Average Daily Traffic: 11,114 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 18,600 (year 2033), Design Load: H 15, Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.019, Lanes on structure: 4, 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: 2, Number Of Approach Spans: 38, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900015401003, Location: 1.00 MI SE OF SH 97 (Lat: 29.461264, Lng: -97.436719), Route carried "on" structure: US 183, Year Built: 1924, Year Reconstructed: 1960, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 11,820 (year 2033), Features Intersected: CROSS TIMBERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900015401003, Location: 1.00 MI SE OF SH 97 (Lat: 29.461264, Lng: -97.436719), Route carried "on" structure: US 183, Year Built: 1924, Year Reconstructed: 1960, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 11,820 (year 2033), Features Intersected: CROSS TIMBERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900015401004, Location: 1.15 MI SE OF SH 97 (Lat: 29.459194, Lng: -97.435114), Route carried "on" structure: US 183, Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 11,820 (year 2033), Features Intersected: CROSS TIMBERS CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.447, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.5m (54.1ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900015401004, Location: 1.15 MI SE OF SH 97 (Lat: 29.459194, Lng: -97.435114), Route carried "on" structure: US 183, Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 11,820 (year 2033), Features Intersected: CROSS TIMBERS CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.447, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.5m (54.1ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900015401005, Location: 0.20 MI S OF FM 3282 (Lat: 29.455844, Lng: -97.432469), Route carried "on" structure: US 183, Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 17,730 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900015401005, Location: 0.20 MI S OF FM 3282 (Lat: 29.455844, Lng: -97.432469), Route carried "on" structure: US 183, Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 17,730 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900015401022, Location: 1.42 MI S OF FM 3282 (Lat: 29.440383, Lng: -97.422147), Route carried "on" structure: US 183, Year Built: 1960, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 17,730 (year 2033), Features Intersected: COTTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900015401022, Location: 1.42 MI S OF FM 3282 (Lat: 29.440383, Lng: -97.422147), Route carried "on" structure: US 183, Year Built: 1960, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,318 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 17,730 (year 2033), Features Intersected: COTTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900015401025, Location: 0.45 MI N OF SH 97 (Lat: 29.480008, Lng: -97.446592), Route carried "on" structure: US 183, Year Built: 1986, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 10,928 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 18,800 (year 2033), Design Load: HS 20, Features Intersected: GUADALUPE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.771, Lanes on structure: 4, 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: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900015401025, Location: 0.45 MI N OF SH 97 (Lat: 29.480008, Lng: -97.446592), Route carried "on" structure: US 183, Year Built: 1986, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 10,928 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 18,800 (year 2033), Design Load: HS 20, Features Intersected: GUADALUPE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.771, Lanes on structure: 4, 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: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13090003470101, Location: 0.80 MI SW OF US 183 (Lat: 29.466333, Lng: -97.454564), Route carried "on" structure: State highway 97, Year Built: 1988, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,210 (year 2033), Design Load: HS 20, Features Intersected: CROSS TIMBERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.616, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13090003470101, Location: 0.80 MI SW OF US 183 (Lat: 29.466333, Lng: -97.454564), Route carried "on" structure: State highway 97, Year Built: 1988, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,210 (year 2033), Design Load: HS 20, Features Intersected: CROSS TIMBERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.616, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900034701011, Location: 0.25 MI SW OF FM 1116 (Lat: 29.460889, Lng: -97.462556), Route carried "on" structure: State highway 97, Year Built: 1988, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 2,307 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,860 (year 2033), Design Load: HS 20, Features Intersected: STAHLS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900034701011, Location: 0.25 MI SW OF FM 1116 (Lat: 29.460889, Lng: -97.462556), Route carried "on" structure: State highway 97, Year Built: 1988, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 2,307 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,860 (year 2033), Design Load: HS 20, Features Intersected: STAHLS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900044501019, Location: 0.70 MI E OF US 183 BUS (Lat: 29.504186, Lng: -97.441206), Route carried "on" structure: Spur State highway 146, Year Built: 1943, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,352 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,850 (year 2033), Design Load: H 15, Features Intersected: TINSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900044501019, Location: 0.70 MI E OF US 183 BUS (Lat: 29.504186, Lng: -97.441206), Route carried "on" structure: Spur State highway 146, Year Built: 1943, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,352 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,850 (year 2033), Design Load: H 15, Features Intersected: TINSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 24 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: 130900044501022, Location: 1.40 MI E OF US 183 BUS (Lat: 29.508044, Lng: -97.429936), Route carried "on" structure: Spur State highway 146, Year Built: 1972, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2033), Design Load: HS 20, Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: Bituminous
Structure Number: 130900044501022, Location: 1.40 MI E OF US 183 BUS (Lat: 29.508044, Lng: -97.429936), Route carried "on" structure: Spur State highway 146, Year Built: 1972, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2033), Design Load: HS 20, Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: Bituminous
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Structure Number: 130900044501023, Location: 0.75 MI SE OF FM 532 (Lat: 29.507978, Lng: -97.406594), Route carried "on" structure: Alternate US 90, Year Built: 1972, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,450 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 10,430 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900044501023, Location: 0.75 MI SE OF FM 532 (Lat: 29.507978, Lng: -97.406594), Route carried "on" structure: Alternate US 90, Year Built: 1972, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,450 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 10,430 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13090004450302, Location: 0.60 MI E OF US 183 BUS (Lat: 29.519731, Lng: -97.449819), Route carried "on" structure: Alternate US 90, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,850 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 22,190 (year 2033), Design Load: HS 20, Features Intersected: TINSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.022, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 13090004450302, Location: 0.60 MI E OF US 183 BUS (Lat: 29.519731, Lng: -97.449819), Route carried "on" structure: Alternate US 90, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,850 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 22,190 (year 2033), Design Load: HS 20, Features Intersected: TINSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.022, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 130900044503021, Location: 0.80 MI SE OF SH 97 (Lat: 29.513544, Lng: -97.426086), Route carried "on" structure: Alternate US 90, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 4,023 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,640 (year 2032), Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900044503021, Location: 0.80 MI SE OF SH 97 (Lat: 29.513544, Lng: -97.426086), Route carried "on" structure: Alternate US 90, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 4,023 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,640 (year 2032), Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900044503024, Location: 0.80 MI SE OF SH 97 (Lat: 29.513708, Lng: -97.425944), Route carried "on" structure: Alternate US 90, Year Built: 1988, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 2,700 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 4,640 (year 2031), Design Load: HS 20, Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900044503024, Location: 0.80 MI SE OF SH 97 (Lat: 29.513708, Lng: -97.425944), Route carried "on" structure: Alternate US 90, Year Built: 1988, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 2,700 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 4,640 (year 2031), Design Load: HS 20, Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900057303011, Location: 5.55 MI S OF IH 10 (Lat: 29.578242, Lng: -97.417022), Route carried "on" structure: State highway 304, Year Built: 1953, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,720 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900057303011, Location: 5.55 MI S OF IH 10 (Lat: 29.578242, Lng: -97.417022), Route carried "on" structure: State highway 304, Year Built: 1953, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,720 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900057304003, Location: 0.19 MI S OF SH 97 (Lat: 29.460919, Lng: -97.458122), Route carried "on" structure: State highway 1116, Year Built: 1951, Year Reconstructed: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 130900057304003, Location: 0.19 MI S OF SH 97 (Lat: 29.460919, Lng: -97.458122), Route carried "on" structure: State highway 1116, Year Built: 1951, Year Reconstructed: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 130900057304004, Location: 0.70 MI S OF SH 97 (Lat: 29.454383, Lng: -97.460639), Route carried "on" structure: State highway 1116, Year Built: 1951, Year Reconstructed: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 130900057304004, Location: 0.70 MI S OF SH 97 (Lat: 29.454383, Lng: -97.460639), Route carried "on" structure: State highway 1116, Year Built: 1951, Year Reconstructed: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 130900100702006, Location: 0.85 MI NE OF US 90A (Lat: 29.516789, Lng: -97.405014), Route carried "on" structure: State highway 532, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,653 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 15, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.022, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.2m (53.1ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900100702006, Location: 0.85 MI NE OF US 90A (Lat: 29.516789, Lng: -97.405014), Route carried "on" structure: State highway 532, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,653 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 15, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.022, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.2m (53.1ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900100702007, Location: 3.00 MI E OF US 90A (Lat: 29.527208, Lng: -97.372464), Route carried "on" structure: State highway 532, Year Built: 1950, Year Reconstructed: 2015, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,653 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 15, Features Intersected: MITCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.429, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.1m (36.4ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130900100702007, Location: 3.00 MI E OF US 90A (Lat: 29.527208, Lng: -97.372464), Route carried "on" structure: State highway 532, Year Built: 1950, Year Reconstructed: 2015, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,653 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 15, Features Intersected: MITCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.429, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.1m (36.4ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130900113302005, Location: 1.70 MI N OF US 90A (Lat: 29.540917, Lng: -97.459003), Route carried "on" structure: State highway 794, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,889 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,370 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 130900113302005, Location: 1.70 MI N OF US 90A (Lat: 29.540917, Lng: -97.459003), Route carried "on" structure: State highway 794, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,889 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,370 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 130900113302006, Location: 3.15 MI N OF US 90A (Lat: 29.561931, Lng: -97.463078), Route carried "on" structure: State highway 794, Year Built: 1982, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,889 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,370 (year 2033), Design Load: HS 20, Features Intersected: DRY FORK SMITH CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900113302006, Location: 3.15 MI N OF US 90A (Lat: 29.561931, Lng: -97.463078), Route carried "on" structure: State highway 794, Year Built: 1982, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,889 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,370 (year 2033), Design Load: HS 20, Features Intersected: DRY FORK SMITH CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900113302007, Location: 4.55 MI N OF US 90A (Lat: 29.578700, Lng: -97.469236), Route carried "on" structure: State highway 794, Year Built: 1988, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,194 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,470 (year 2033), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900113302007, Location: 4.55 MI N OF US 90A (Lat: 29.578700, Lng: -97.469236), Route carried "on" structure: State highway 794, Year Built: 1988, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,194 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,470 (year 2033), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900AA0244001, Location: 0.70 MI W OF US 183 (Lat: 29.536597, Lng: -97.487075), Route carried "on" structure: County highway 244, Year Built: 2004, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 100 (year 2035), Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130900AA0244001, Location: 0.70 MI W OF US 183 (Lat: 29.536597, Lng: -97.487075), Route carried "on" structure: County highway 244, Year Built: 2004, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 100 (year 2035), Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130900AA0342001, Location: 0.55 MI E OF US 90A (Lat: 29.505567, Lng: -97.410350), Route carried "on" structure: County highway 342, Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2039), Design Load: HL 93, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130900AA0342001, Location: 0.55 MI E OF US 90A (Lat: 29.505567, Lng: -97.410350), Route carried "on" structure: County highway 342, Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2039), Design Load: HL 93, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130900AA0757001, Location: 0.7 MI W OF US 183 (Lat: 29.508339, Lng: -97.468344), Route carried "on" structure: County highway 466, Year Built: 2020, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 188 (year 2019), Average Future Daily Traffic: 282 (year 2039), Design Load: HL 93, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 130900AA0757001, Location: 0.7 MI W OF US 183 (Lat: 29.508339, Lng: -97.468344), Route carried "on" structure: County highway 466, Year Built: 2020, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 188 (year 2019), Average Future Daily Traffic: 282 (year 2039), Design Load: HL 93, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 130900B00490001, Location: 0.75 MI NE OF US 183 BUS (Lat: 29.508322, Lng: -97.442572), Route carried "on" structure: City street 153, Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,500 (year 2039), Features Intersected: TINSLEY CRK, Facility Carried by Structure: ST ANDREW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900B00490001, Location: 0.75 MI NE OF US 183 BUS (Lat: 29.508322, Lng: -97.442572), Route carried "on" structure: City street 153, Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,500 (year 2039), Features Intersected: TINSLEY CRK, Facility Carried by Structure: ST ANDREW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900B00520001, Location: 0.72 MI E OF US 183 (Lat: 29.505089, Lng: -97.441697), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,620 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 4,000 (year 2039), Design Load: HS 20, Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST LAWRENCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900B00520001, Location: 0.72 MI E OF US 183 (Lat: 29.505089, Lng: -97.441697), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,620 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 4,000 (year 2039), Design Load: HS 20, Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST LAWRENCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900B00530001, Location: 0.95 MI E OF WATER ST (Lat: 29.503100, Lng: -97.440756), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2039), Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST MATTHEW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.9m (42.3ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900B00530001, Location: 0.95 MI E OF WATER ST (Lat: 29.503100, Lng: -97.440756), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2039), Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST MATTHEW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.9m (42.3ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900B00535001, Location: 0.95 MI E OF WATER ST (Lat: 29.502119, Lng: -97.440297), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 240 (year 2019), Average Future Daily Traffic: 300 (year 2039), Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST MICHAEL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.9m (42.3ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900B00535001, Location: 0.95 MI E OF WATER ST (Lat: 29.502119, Lng: -97.440297), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 240 (year 2019), Average Future Daily Traffic: 300 (year 2039), Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST MICHAEL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.9m (42.3ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130900B00550001, Location: 0.70 MI NE OF US 183 BUS (Lat: 29.501119, Lng: -97.439867), Route carried "on" structure: City street 156, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,740 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2039), Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST VINCENT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130900B00550001, Location: 0.70 MI NE OF US 183 BUS (Lat: 29.501119, Lng: -97.439867), Route carried "on" structure: City street 156, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,740 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2039), Features Intersected: TINSLEY CREEK, Facility Carried by Structure: ST VINCENT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous