Bridge Statistics for Round Top, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 112ft / 33.6mTotal length
- $4,000Total costs
- 16,395Total average daily traffic
- 2,625Total average daily truck traffic
- 25,630Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Round Top
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 21950-1959
- 21960-1969
- 51980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 51960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 32000-2009
- 02010-2019
- 22020-2022
- Bridge Condition - Deck
- 7.7%Very good
- 53.8%Good
- 38.5%Satisfactory
- Bridge Condition - Superstructure
- 30.8%Good
- 69.2%Satisfactory
- Bridge Condition - Substructure
- 7.7%Very good
- 7.7%Good
- 61.5%Satisfactory
- 23.1%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 30.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 85.7%Good
- 14.3%Satisfactory
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Structure Number: 130760026701001, Location: 2.35 MI SW OF SPUR 458 (Lat: 30.098125, Lng: -96.682867), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,043 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: H 15, Features Intersected: Branch Rocky Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760026701001, Location: 2.35 MI SW OF SPUR 458 (Lat: 30.098125, Lng: -96.682867), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,043 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: H 15, Features Intersected: Branch Rocky Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760026701002, Location: 3.0 MI SW OF SPUR 458 (Lat: 30.089853, Lng: -96.686656), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,043 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: H 15, Features Intersected: Branch Rocky Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.179, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760026701002, Location: 3.0 MI SW OF SPUR 458 (Lat: 30.089853, Lng: -96.686656), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,043 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,630 (year 2033), Design Load: H 15, Features Intersected: Branch Rocky Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.179, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760026701003, Location: 0.55 MI S OF FM 1457 (Lat: 30.058911, Lng: -96.700194), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,242 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,200 (year 2033), Design Load: H 15, Features Intersected: Cummins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760026701003, Location: 0.55 MI S OF FM 1457 (Lat: 30.058911, Lng: -96.700194), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,242 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,200 (year 2033), Design Load: H 15, Features Intersected: Cummins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760026701004, Location: 0.65 MI S OF FM 1457 (Lat: 30.057197, Lng: -96.701292), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 2,242 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,200 (year 2033), Design Load: H 15, Features Intersected: Cummins Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.063, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 39.0 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760026701004, Location: 0.65 MI S OF FM 1457 (Lat: 30.057197, Lng: -96.701292), Route carried "on" structure: State highway 237, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 2,242 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,200 (year 2033), Design Load: H 15, Features Intersected: Cummins Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.063, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 39.0 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760026701005, Location: 1.40 MI S OF FM 1457 (Lat: 30.048928, Lng: -96.709414), Route carried "on" structure: State highway 237, Year Built: 1924, Year Reconstructed: 1974, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,241 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,200 (year 2033), Design Load: H 15, Features Intersected: KUHN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.328, 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: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 130760026701005, Location: 1.40 MI S OF FM 1457 (Lat: 30.048928, Lng: -96.709414), Route carried "on" structure: State highway 237, Year Built: 1924, Year Reconstructed: 1974, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,241 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,200 (year 2033), Design Load: H 15, Features Intersected: KUHN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.328, 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: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 130760144101002, Location: 2.59 MI E OF SH 237 (Lat: 30.075417, Lng: -96.659433), Route carried "on" structure: State highway 1457, Year Built: 1951, Year Reconstructed: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 726 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 610 (year 2033), Features Intersected: JENNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 14.7m (48.2ft)
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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760144101002, Location: 2.59 MI E OF SH 237 (Lat: 30.075417, Lng: -96.659433), Route carried "on" structure: State highway 1457, Year Built: 1951, Year Reconstructed: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 726 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 610 (year 2033), Features Intersected: JENNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 14.7m (48.2ft)
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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760144101003, Location: 0.10 MI E OF FM 2714 (Lat: 30.073031, Lng: -96.655536), Route carried "on" structure: State highway 1457, Year Built: 1954, Year Reconstructed: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 502 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 460 (year 2033), Features Intersected: JACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 130760144101003, Location: 0.10 MI E OF FM 2714 (Lat: 30.073031, Lng: -96.655536), Route carried "on" structure: State highway 1457, Year Built: 1954, Year Reconstructed: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 502 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 460 (year 2033), Features Intersected: JACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 130760144101004, Location: 0.55 MI NE OF SH 237 (Lat: 30.070236, Lng: -96.689483), Route carried "on" structure: State highway 1457, Year Built: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 726 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 920 (year 2031), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760144101004, Location: 0.55 MI NE OF SH 237 (Lat: 30.070236, Lng: -96.689483), Route carried "on" structure: State highway 1457, Year Built: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 726 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 920 (year 2031), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760144101005, Location: 1.20 MI NE OF SH 237 (Lat: 30.077244, Lng: -96.681628), Route carried "on" structure: State highway 1457, Year Built: 2016, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 726 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,220 (year 2035), Design Load: HL 93, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 130760144101005, Location: 1.20 MI NE OF SH 237 (Lat: 30.077244, Lng: -96.681628), Route carried "on" structure: State highway 1457, Year Built: 2016, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 726 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,220 (year 2035), Design Load: HL 93, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 130760313501001, Location: 0.30 MI E OF FM 1457 (Lat: 30.077189, Lng: -96.653789), Route carried "on" structure: State highway 2714, Year Built: 1969, Year Reconstructed: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760313501001, Location: 0.30 MI E OF FM 1457 (Lat: 30.077189, Lng: -96.653789), Route carried "on" structure: State highway 2714, Year Built: 1969, Year Reconstructed: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760313501002, Location: 0.69 MI E OF FM 1457 (Lat: 30.080933, Lng: -96.648983), Route carried "on" structure: State highway 2714, Year Built: 1969, Year Reconstructed: 2020, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2033), Design Load: HS 20, Features Intersected: JACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.104, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft)
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, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130760313501002, Location: 0.69 MI E OF FM 1457 (Lat: 30.080933, Lng: -96.648983), Route carried "on" structure: State highway 2714, Year Built: 1969, Year Reconstructed: 2020, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2033), Design Load: HS 20, Features Intersected: JACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.104, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft)
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, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130760AA0183001, Location: 1.00 MI SE OF SH 237 (Lat: 30.055219, Lng: -96.684911), Route carried "on" structure: County highway 201, Year Built: 1988, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 190 (year 2018), Average Future Daily Traffic: 240 (year 2038), Features Intersected: ROCKY CREEK, Facility Carried by Structure: KNEIP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Open Grating
Structure Number: 130760AA0183001, Location: 1.00 MI SE OF SH 237 (Lat: 30.055219, Lng: -96.684911), Route carried "on" structure: County highway 201, Year Built: 1988, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 190 (year 2018), Average Future Daily Traffic: 240 (year 2038), Features Intersected: ROCKY CREEK, Facility Carried by Structure: KNEIP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Open Grating
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Structure Number: 130760AA0336001, Location: 2.90 MI NE OF FM 1291 (Lat: 30.062869, Lng: -96.736558), Route carried "on" structure: County highway 110, Year Built: 1986, Year Reconstructed: 2011, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 110 (year 2018), Average Future Daily Traffic: 180 (year 2038), Features Intersected: SHAW CREEK, Facility Carried by Structure: WEYAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Open Grating
Structure Number: 130760AA0336001, Location: 2.90 MI NE OF FM 1291 (Lat: 30.062869, Lng: -96.736558), Route carried "on" structure: County highway 110, Year Built: 1986, Year Reconstructed: 2011, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 110 (year 2018), Average Future Daily Traffic: 180 (year 2038), Features Intersected: SHAW CREEK, Facility Carried by Structure: WEYAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Open Grating
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Structure Number: 130760AA0336002, Location: 4.30 MI NE OF FM 1291 (Lat: 30.068511, Lng: -96.719556), Route carried "on" structure: County highway 110, Year Built: 1986, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 110 (year 2018), Average Future Daily Traffic: 180 (year 2038), Features Intersected: CUMMINS CREEK, Facility Carried by Structure: WEYAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Open Grating
Structure Number: 130760AA0336002, Location: 4.30 MI NE OF FM 1291 (Lat: 30.068511, Lng: -96.719556), Route carried "on" structure: County highway 110, Year Built: 1986, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 110 (year 2018), Average Future Daily Traffic: 180 (year 2038), Features Intersected: CUMMINS CREEK, Facility Carried by Structure: WEYAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Open Grating
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Structure Number: 130760AA0337001, Location: 3.55 MI NW OF SH 237 (Lat: 30.101011, Lng: -96.735219), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 110 (year 2012), Average Future Daily Traffic: 180 (year 2032), Features Intersected: CEDAR CREEK, Facility Carried by Structure: ROUND TOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 130760AA0337001, Location: 3.55 MI NW OF SH 237 (Lat: 30.101011, Lng: -96.735219), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 110 (year 2012), Average Future Daily Traffic: 180 (year 2032), Features Intersected: CEDAR CREEK, Facility Carried by Structure: ROUND TOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 130760AA0345001, Location: 0.3 MI SW OF ROUND TOP RD (Lat: 30.099681, Lng: -96.741667), Route carried "on" structure: County highway 112, Year Built: 1990, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 180 (year 2012), Average Future Daily Traffic: 280 (year 2032), Features Intersected: CUMMINS CREEK, Facility Carried by Structure: SCHOENST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130760AA0345001, Location: 0.3 MI SW OF ROUND TOP RD (Lat: 30.099681, Lng: -96.741667), Route carried "on" structure: County highway 112, Year Built: 1990, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 180 (year 2012), Average Future Daily Traffic: 280 (year 2032), Features Intersected: CUMMINS CREEK, Facility Carried by Structure: SCHOENST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130760AA0396004, Location: 3.15 MI N OF SH 237 (Lat: 30.051656, Lng: -96.739547), Route carried "on" structure: County highway 206, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 100 (year 2038), Features Intersected: DRAW, Facility Carried by Structure: ROHDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 130760AA0396004, Location: 3.15 MI N OF SH 237 (Lat: 30.051656, Lng: -96.739547), Route carried "on" structure: County highway 206, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 100 (year 2038), Features Intersected: DRAW, Facility Carried by Structure: ROHDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 130760AA0411001, Location: 0.55 MI SE OF SH 237 (Lat: 30.100333, Lng: -96.672317), Route carried "on" structure: County highway 285, Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 190 (year 2012), Average Future Daily Traffic: 360 (year 2032), Features Intersected: ROCKY CREEK, Facility Carried by Structure: LEONHARDT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 130760AA0411001, Location: 0.55 MI SE OF SH 237 (Lat: 30.100333, Lng: -96.672317), Route carried "on" structure: County highway 285, Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 190 (year 2012), Average Future Daily Traffic: 360 (year 2032), Features Intersected: ROCKY CREEK, Facility Carried by Structure: LEONHARDT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 130760AA0491001, Location: 1.00 MI NW OF NASSAU RD (Lat: 30.037847, Lng: -96.666692), Route carried "on" structure: County highway 201, Year Built: 1989, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 190 (year 2012), Average Future Daily Traffic: 250 (year 2032), Features Intersected: JACKS CREEK, Facility Carried by Structure: NOAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 130760AA0491001, Location: 1.00 MI NW OF NASSAU RD (Lat: 30.037847, Lng: -96.666692), Route carried "on" structure: County highway 201, Year Built: 1989, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 190 (year 2012), Average Future Daily Traffic: 250 (year 2032), Features Intersected: JACKS CREEK, Facility Carried by Structure: NOAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 130760AA0491002, Location: 0.25 MI NW OF NASSAU RD (Lat: 30.031747, Lng: -96.657458), Route carried "on" structure: County highway 201, Year Built: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 190 (year 2012), Average Future Daily Traffic: 250 (year 2032), Features Intersected: WOODS CREEK, Facility Carried by Structure: NOAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 130760AA0491002, Location: 0.25 MI NW OF NASSAU RD (Lat: 30.031747, Lng: -96.657458), Route carried "on" structure: County highway 201, Year Built: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 190 (year 2012), Average Future Daily Traffic: 250 (year 2032), Features Intersected: WOODS CREEK, Facility Carried by Structure: NOAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other