Bridge Statistics for Pettus, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 75ft / 23.4mTotal length
- $88,000Total costs
- 18,137Total average daily traffic
- 2,401Total average daily truck traffic
- 34,970Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pettus
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 51950-1959
- 11960-1969
- Bridge Condition - Deck
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 14.3%Good
- 71.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 160130010007057, Location: 3.2 MI N OF FM 1465 (Lat: 28.610383, Lng: -97.801033), Route carried "on" structure: US 181, Year Built: 1940, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 10,110 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: 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: March 2020
Structure Number: 160130010007057, Location: 3.2 MI N OF FM 1465 (Lat: 28.610383, Lng: -97.801033), Route carried "on" structure: US 181, Year Built: 1940, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 10,110 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: 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: March 2020
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Structure Number: 160130010007077, Location: 0.9 MI N OF FM 623 (Lat: 28.630864, Lng: -97.807689), Route carried "on" structure: US 181, Year Built: 1958, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,496 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 10,240 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.851, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: March 2020
Structure Number: 160130010007077, Location: 0.9 MI N OF FM 623 (Lat: 28.630864, Lng: -97.807689), Route carried "on" structure: US 181, Year Built: 1958, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,496 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 10,240 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.851, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: March 2020
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Structure Number: 160130010007108, Location: 1.4 MI S OF FM 623 (Lat: 28.599406, Lng: -97.806081), Route carried "on" structure: US 181, Year Built: 1940, Year Reconstructed: 1991, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 10,110 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.616, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $87,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 160130010007108, Location: 1.4 MI S OF FM 623 (Lat: 28.599406, Lng: -97.806081), Route carried "on" structure: US 181, Year Built: 1940, Year Reconstructed: 1991, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 10,110 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.616, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $87,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 160130098801004, Location: 4.5 MI W OF US 181 (Lat: 28.575131, Lng: -97.851039), Route carried "on" structure: State highway 623, Year Built: 1950, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2033), Design Load: H 15, Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 160130098801004, Location: 4.5 MI W OF US 181 (Lat: 28.575131, Lng: -97.851039), Route carried "on" structure: State highway 623, Year Built: 1950, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2033), Design Load: H 15, Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 160130098801005, Location: 2.0 MI W OF US 181 (Lat: 28.604161, Lng: -97.831128), Route carried "on" structure: State highway 623, Year Built: 1953, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2033), Design Load: H 15, Features Intersected: DRY MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160130098801005, Location: 2.0 MI W OF US 181 (Lat: 28.604161, Lng: -97.831128), Route carried "on" structure: State highway 623, Year Built: 1953, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2033), Design Load: H 15, Features Intersected: DRY MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160130098801008, Location: 0.1 MI W OF US 181 (Lat: 28.617183, Lng: -97.803997), Route carried "on" structure: State highway 623, Year Built: 1956, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 734 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,570 (year 2033), Design Load: H 15, Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160130098801008, Location: 0.1 MI W OF US 181 (Lat: 28.617183, Lng: -97.803997), Route carried "on" structure: State highway 623, Year Built: 1956, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 734 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,570 (year 2033), Design Load: H 15, Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160130111701001, Location: 0.35 MI W OF US 181 (Lat: 28.643361, Lng: -97.822878), Route carried "on" structure: State highway 798, Year Built: 1930, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 238 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.559, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 160130111701001, Location: 0.35 MI W OF US 181 (Lat: 28.643361, Lng: -97.822878), Route carried "on" structure: State highway 798, Year Built: 1930, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 238 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.559, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 160130111701002, Location: 0.3 MI W OF US 181 (Lat: 28.643308, Lng: -97.822811), Route carried "on" structure: State highway 798, Year Built: 1930, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 238 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: MEDIO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.654, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 160130111701002, Location: 0.3 MI W OF US 181 (Lat: 28.643308, Lng: -97.822811), Route carried "on" structure: State highway 798, Year Built: 1930, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 238 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: MEDIO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.654, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 160130AA0280001, Location: 0.70 MI W OF CR 117 (Lat: 28.613617, Lng: -97.837047), Route carried "on" structure: County highway 119, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 105 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2035), Features Intersected: DRY MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160130AA0280001, Location: 0.70 MI W OF CR 117 (Lat: 28.613617, Lng: -97.837047), Route carried "on" structure: County highway 119, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 105 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2035), Features Intersected: DRY MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160890111703009, Location: 9.1 MI NE OF FM 1351 (Lat: 28.643686, Lng: -97.753653), Route carried "on" structure: State highway 883, Year Built: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 306 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 720 (year 2033), Features Intersected: BLANCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
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: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 160890111703009, Location: 9.1 MI NE OF FM 1351 (Lat: 28.643686, Lng: -97.753653), Route carried "on" structure: State highway 883, Year Built: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 306 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 720 (year 2033), Features Intersected: BLANCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
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: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous