Bridge Statistics for Asherton, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 128ft / 38.5mTotal length
- 39,613Total average daily traffic
- 9,306Total average daily truck traffic
- 95,040Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Asherton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41950-1959
- 41980-1989
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 41.7%Very good
- 50.0%Good
- 8.3%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 220640003705012, Location: 0.25 MI N OF FM 1433 (Lat: 28.579889, Lng: -99.837272), Route carried "on" structure: US 83, Year Built: 1929, Year Reconstructed: 2002, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,054 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,000 (year 2033), Design Load: H 15, Features Intersected: VANALLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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: November 2020
Structure Number: 220640003705012, Location: 0.25 MI N OF FM 1433 (Lat: 28.579889, Lng: -99.837272), Route carried "on" structure: US 83, Year Built: 1929, Year Reconstructed: 2002, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,054 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,000 (year 2033), Design Load: H 15, Features Intersected: VANALLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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: November 2020
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Structure Number: 220640003706065, Location: 0.8 MI NW OF FM 190 (Lat: 28.448450, Lng: -99.771050), Route carried "on" structure: US 83, Year Built: 1958, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 5,085 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,340 (year 2033), Features Intersected: EL MORO CREEK REL #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very 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: December 2020
Structure Number: 220640003706065, Location: 0.8 MI NW OF FM 190 (Lat: 28.448450, Lng: -99.771050), Route carried "on" structure: US 83, Year Built: 1958, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 5,085 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,340 (year 2033), Features Intersected: EL MORO CREEK REL #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very 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: December 2020
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Structure Number: 220640003706066, Location: 0.65 MI NW OF FM 190 (Lat: 28.447461, Lng: -99.769328), Route carried "on" structure: US 83, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 5,085 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,340 (year 2033), Features Intersected: EL MORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: 220640003706066, Location: 0.65 MI NW OF FM 190 (Lat: 28.447461, Lng: -99.769328), Route carried "on" structure: US 83, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 5,085 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,340 (year 2033), Features Intersected: EL MORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: 220640003706067, Location: 0.55 MI NW OF FM 190 (Lat: 28.446439, Lng: -99.767611), Route carried "on" structure: US 83, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,085 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,340 (year 2033), Features Intersected: EL MORO CREEK REL #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.7m (12.1ft)
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, 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
Structure Number: 220640003706067, Location: 0.55 MI NW OF FM 190 (Lat: 28.446439, Lng: -99.767611), Route carried "on" structure: US 83, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,085 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,340 (year 2033), Features Intersected: EL MORO CREEK REL #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.7m (12.1ft)
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, 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
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Structure Number: 220640003706068, Location: 0.30 MI SE OF FM 190 (Lat: 28.439833, Lng: -99.756519), Route carried "on" structure: US 83, Year Built: 1958, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10,730 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 15,020 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220640003706068, Location: 0.30 MI SE OF FM 190 (Lat: 28.439833, Lng: -99.756519), Route carried "on" structure: US 83, Year Built: 1958, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10,730 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 15,020 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220640096301011, Location: 0.18 MI NE OF US 83 (Lat: 28.443658, Lng: -99.757792), Route carried "on" structure: State highway 190, Year Built: 1980, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,405 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,170 (year 2033), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220640096301011, Location: 0.18 MI NE OF US 83 (Lat: 28.443658, Lng: -99.757792), Route carried "on" structure: State highway 190, Year Built: 1980, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,405 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,170 (year 2033), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220640096301012, Location: 1.63 MI NE OF US 83 (Lat: 28.451833, Lng: -99.738392), Route carried "on" structure: State highway 190, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,550 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: GIBSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220640096301012, Location: 1.63 MI NE OF US 83 (Lat: 28.451833, Lng: -99.738392), Route carried "on" structure: State highway 190, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,550 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: GIBSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220640096301013, Location: 3.6 MI NE OF US 83 (Lat: 28.468714, Lng: -99.711589), Route carried "on" structure: State highway 190, Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,550 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: MCDONALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.426, Lanes on structure: 2, Base Highway Network: Yes, 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: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220640096301013, Location: 3.6 MI NE OF US 83 (Lat: 28.468714, Lng: -99.711589), Route carried "on" structure: State highway 190, Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,550 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: MCDONALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.426, Lanes on structure: 2, Base Highway Network: Yes, 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: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220640096301014, Location: 0.4 MI SE OF FM 1916 (Lat: 28.441922, Lng: -99.770642), Route carried "on" structure: State highway 190, Year Built: 2015, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,197 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: HL 93, Features Intersected: EL MORO CREEK (NORTH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very 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: 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
Structure Number: 220640096301014, Location: 0.4 MI SE OF FM 1916 (Lat: 28.441922, Lng: -99.770642), Route carried "on" structure: State highway 190, Year Built: 2015, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,197 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: HL 93, Features Intersected: EL MORO CREEK (NORTH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very 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: 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
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Structure Number: 220640096301015, Location: 0.5 MI SE OF FM 1916 (Lat: 28.440692, Lng: -99.769614), Route carried "on" structure: State highway 190, Year Built: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,197 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: HL 93, Features Intersected: EL MORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.232, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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
Structure Number: 220640096301015, Location: 0.5 MI SE OF FM 1916 (Lat: 28.440692, Lng: -99.769614), Route carried "on" structure: State highway 190, Year Built: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,197 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: HL 93, Features Intersected: EL MORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.232, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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
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Structure Number: 220640096301016, Location: 0.7 MI SE OF FM 1916 (Lat: 28.438714, Lng: -99.767786), Route carried "on" structure: State highway 190, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,197 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: HL 93, Features Intersected: EL MORO CREEK (SOUTH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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
Structure Number: 220640096301016, Location: 0.7 MI SE OF FM 1916 (Lat: 28.438714, Lng: -99.767786), Route carried "on" structure: State highway 190, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,197 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: HL 93, Features Intersected: EL MORO CREEK (SOUTH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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
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Structure Number: 220640148401001, Location: 0.32 MI NW OF FM 190 (Lat: 28.448650, Lng: -99.758861), Route carried "on" structure: State highway 1557, Year Built: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 478 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,580 (year 2033), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.115, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220640148401001, Location: 0.32 MI NW OF FM 190 (Lat: 28.448650, Lng: -99.758861), Route carried "on" structure: State highway 1557, Year Built: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 478 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,580 (year 2033), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.115, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous