Bridge Statistics for Fredericksburg, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 54Number of bridges
- 620ft / 189mTotal length
- $1,342,000Total costs
- 225,102Total average daily traffic
- 19,977Total average daily truck traffic
- 275,830Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fredericksburg
- No street view available for this location
- New bridges - historical statistics
- 121930-1939
- 61940-1949
- 81950-1959
- 31960-1969
- 21970-1979
- 31980-1989
- 31990-1999
- 82000-2009
- 92010-2019
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 51960-1969
- 21970-1979
- 11980-1989
- Bridge Condition - Deck
- 23.3%Very good
- 56.7%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 26.7%Very good
- 40.0%Good
- 30.0%Satisfactory
- 3.3%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 50.0%Good
- 36.7%Satisfactory
- 3.3%Fair
- Bridge Condition - Channel
- 35.2%Good
- 59.3%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 62.5%Good
- 37.5%Satisfactory
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Structure Number: 140870007106043, Location: 0.02 MI S OF FM 2323 (Lat: 30.377719, Lng: -98.951661), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,204 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,080 (year 2033), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007106043, Location: 0.02 MI S OF FM 2323 (Lat: 30.377719, Lng: -98.951661), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,204 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,080 (year 2033), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870007106045, Location: 3.4 MI N OF US 290 (Lat: 30.325758, Lng: -98.911853), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,204 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,080 (year 2033), Design Load: H 15, Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007106045, Location: 3.4 MI N OF US 290 (Lat: 30.325758, Lng: -98.911853), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,204 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,080 (year 2033), Design Load: H 15, Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870007106046, Location: 3.3 MI N OF US 290 (Lat: 30.325339, Lng: -98.911683), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,204 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,080 (year 2033), Design Load: H 15, Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.859, Lanes on structure: 2, 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: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007106046, Location: 3.3 MI N OF US 290 (Lat: 30.325339, Lng: -98.911683), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,204 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,080 (year 2033), Design Load: H 15, Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.859, Lanes on structure: 2, 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: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870007106047, Location: 0.8 MI N OF US 290 (Lat: 30.294847, Lng: -98.894797), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,179 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 11,380 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.736, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.6m (54.5ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007106047, Location: 0.8 MI N OF US 290 (Lat: 30.294847, Lng: -98.894797), Route carried "on" structure: US 87, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,179 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 11,380 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.736, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.6m (54.5ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870007201001, Location: 3.00 MI S OF US 290 (Lat: 30.229006, Lng: -98.869875), Route carried "on" structure: US 87, Year Built: 1933, Year Reconstructed: 1972, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,123 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,490 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.340, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007201001, Location: 3.00 MI S OF US 290 (Lat: 30.229006, Lng: -98.869875), Route carried "on" structure: US 87, Year Built: 1933, Year Reconstructed: 1972, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,123 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,490 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.340, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870007201003, Location: 4.10 MI S OF US 290 (Lat: 30.212931, Lng: -98.870000), Route carried "on" structure: US 87, Year Built: 1933, Year Reconstructed: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,123 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,490 (year 2033), Design Load: H 15, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.131, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007201003, Location: 4.10 MI S OF US 290 (Lat: 30.212931, Lng: -98.870000), Route carried "on" structure: US 87, Year Built: 1933, Year Reconstructed: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,123 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,490 (year 2033), Design Load: H 15, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.131, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870007201032, Location: 0.10 MI S OF US 290 (Lat: 30.269964, Lng: -98.868708), Route carried "on" structure: US 87, Year Built: 1933, Year Reconstructed: 1957, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 9,449 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,100 (year 2033), Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.656, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $5,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007201032, Location: 0.10 MI S OF US 290 (Lat: 30.269964, Lng: -98.868708), Route carried "on" structure: US 87, Year Built: 1933, Year Reconstructed: 1957, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 9,449 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,100 (year 2033), Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.656, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $5,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870007201193, Location: 3.65 MI S OF US 290 (Lat: 30.220644, Lng: -98.870047), Route carried "on" structure: US 87, Year Built: 2007, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 7,123 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,490 (year 2033), Design Load: HL 93, Features Intersected: PEDERNALES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.283, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870007201193, Location: 3.65 MI S OF US 290 (Lat: 30.220644, Lng: -98.870047), Route carried "on" structure: US 87, Year Built: 2007, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 7,123 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,490 (year 2033), Design Load: HL 93, Features Intersected: PEDERNALES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.283, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870011203014, Location: 0.25 MI W OF US 87 (Lat: 30.284894, Lng: -98.890956), Route carried "on" structure: US 290, Year Built: 1931, Year Reconstructed: 1961, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 5,215 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,910 (year 2033), Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.692, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870011203014, Location: 0.25 MI W OF US 87 (Lat: 30.284894, Lng: -98.890956), Route carried "on" structure: US 290, Year Built: 1931, Year Reconstructed: 1961, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 5,215 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,910 (year 2033), Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.692, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870011203068, Location: 3.10 MI W OF US 87 (Lat: 30.280189, Lng: -98.937322), Route carried "on" structure: US 290, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 5,215 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,910 (year 2033), Design Load: HL 93, Features Intersected: LIVE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.082, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140870011203068, Location: 3.10 MI W OF US 87 (Lat: 30.280189, Lng: -98.937322), Route carried "on" structure: US 290, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 5,215 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,910 (year 2033), Design Load: HL 93, Features Intersected: LIVE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.082, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140870011301024, Location: 0.40 MI SE OF US 87 (Lat: 30.267700, Lng: -98.861708), Route carried "on" structure: US 290, Year Built: 1935, Year Reconstructed: 1962, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,682 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 19,230 (year 2033), Design Load: H 15, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.608, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870011301024, Location: 0.40 MI SE OF US 87 (Lat: 30.267700, Lng: -98.861708), Route carried "on" structure: US 290, Year Built: 1935, Year Reconstructed: 1962, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,682 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 19,230 (year 2033), Design Load: H 15, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.608, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870011301477, Location: 2.3 MI E OF US 87 (Lat: 30.245147, Lng: -98.845489), Route carried "on" structure: US 290, Year Built: 2014, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 13,184 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,800 (year 2031), Design Load: HL 93, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.721, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140870011301477, Location: 2.3 MI E OF US 87 (Lat: 30.245147, Lng: -98.845489), Route carried "on" structure: US 290, Year Built: 2014, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 13,184 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,800 (year 2031), Design Load: HL 93, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.721, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140870011302045, Location: 0.2 MI E OF FM 1376 (Lat: 30.224997, Lng: -98.799664), Route carried "on" structure: US 290, Year Built: 1956, Year Reconstructed: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,190 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,570 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.888, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870011302045, Location: 0.2 MI E OF FM 1376 (Lat: 30.224997, Lng: -98.799664), Route carried "on" structure: US 290, Year Built: 1956, Year Reconstructed: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,190 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,570 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.888, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870011302469, Location: 4.3 MI E OF US 87 (Lat: 30.227308, Lng: -98.818283), Route carried "on" structure: US 290, Year Built: 2011, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 13,849 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,460 (year 2033), Design Load: HL 93, Features Intersected: PEDERNALES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.923, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140870011302469, Location: 4.3 MI E OF US 87 (Lat: 30.227308, Lng: -98.818283), Route carried "on" structure: US 290, Year Built: 2011, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 13,849 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,460 (year 2033), Design Load: HL 93, Features Intersected: PEDERNALES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.923, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140870029003011, Location: 1.6 MI N OF US 290 (Lat: 30.287469, Lng: -98.849028), Route carried "on" structure: State highway 16, Year Built: 1935, Year Reconstructed: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,940 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,120 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870029003011, Location: 1.6 MI N OF US 290 (Lat: 30.287469, Lng: -98.849028), Route carried "on" structure: State highway 16, Year Built: 1935, Year Reconstructed: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,940 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,120 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870029003022, Location: 0.15 MI NE OF US 290 (Lat: 30.275586, Lng: -98.868811), Route carried "on" structure: State highway 16, Year Built: 1949, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,061 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,170 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.595, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870029003022, Location: 0.15 MI NE OF US 290 (Lat: 30.275586, Lng: -98.868811), Route carried "on" structure: State highway 16, Year Built: 1949, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,061 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,170 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.595, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870029003025, Location: 5.1 MI N OF US 290 (Lat: 30.320936, Lng: -98.807839), Route carried "on" structure: State highway 16, Year Built: 1953, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,505 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,620 (year 2033), Design Load: H 20, Features Intersected: MARSCHALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.532, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870029003025, Location: 5.1 MI N OF US 290 (Lat: 30.320936, Lng: -98.807839), Route carried "on" structure: State highway 16, Year Built: 1953, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,505 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,620 (year 2033), Design Load: H 20, Features Intersected: MARSCHALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.532, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870029003026, Location: 4.1 MI N OF US 290 (Lat: 30.309761, Lng: -98.816022), Route carried "on" structure: State highway 16, Year Built: 1953, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,505 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,620 (year 2033), Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: 140870029003026, Location: 4.1 MI N OF US 290 (Lat: 30.309761, Lng: -98.816022), Route carried "on" structure: State highway 16, Year Built: 1953, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,505 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,620 (year 2033), Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: 140870029003027, Location: 4.0 MI N OF US 290 (Lat: 30.306958, Lng: -98.818994), Route carried "on" structure: State highway 16, Year Built: 1953, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,505 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,620 (year 2033), Design Load: H 20, Features Intersected: PALO ALTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.478, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $21,000, Total Project Cost: $105,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870029003027, Location: 4.0 MI N OF US 290 (Lat: 30.306958, Lng: -98.818994), Route carried "on" structure: State highway 16, Year Built: 1953, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,505 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,620 (year 2033), Design Load: H 20, Features Intersected: PALO ALTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.478, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $21,000, Total Project Cost: $105,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870029101037, Location: 5.70 MI SW OF US 290 (Lat: 30.224000, Lng: -98.935436), Route carried "on" structure: State highway 16, Year Built: 1937, Year Reconstructed: 1960, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,873 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,990 (year 2033), Design Load: H 15, Features Intersected: NASSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870029101037, Location: 5.70 MI SW OF US 290 (Lat: 30.224000, Lng: -98.935436), Route carried "on" structure: State highway 16, Year Built: 1937, Year Reconstructed: 1960, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,873 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,990 (year 2033), Design Load: H 15, Features Intersected: NASSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870029101047, Location: 4.00 MI SW OF US 290 (Lat: 30.228794, Lng: -98.910264), Route carried "on" structure: State highway 16, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,143 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,440 (year 2033), Design Load: H 15, Features Intersected: LIVE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.407, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870029101047, Location: 4.00 MI SW OF US 290 (Lat: 30.228794, Lng: -98.910264), Route carried "on" structure: State highway 16, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,143 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,440 (year 2033), Design Load: H 15, Features Intersected: LIVE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.407, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870029101126, Location: 0.24 MI SW OF US 290 (Lat: 30.272058, Lng: -98.874931), Route carried "on" structure: State highway 16, Year Built: 1997, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 10,684 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,800 (year 2033), Design Load: HS 20, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.360, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140870029101126, Location: 0.24 MI SW OF US 290 (Lat: 30.272058, Lng: -98.874931), Route carried "on" structure: State highway 16, Year Built: 1997, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 10,684 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,800 (year 2033), Design Load: HS 20, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.360, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140870119901001, Location: 0.20 MI NW OF US 290 (Lat: 30.281189, Lng: -98.875153), Route carried "on" structure: State highway 965, Year Built: 1951, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,111 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,200 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.166, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870119901001, Location: 0.20 MI NW OF US 290 (Lat: 30.281189, Lng: -98.875153), Route carried "on" structure: State highway 965, Year Built: 1951, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,111 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,200 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.166, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870119901003, Location: 4.3 MI N OF US 290 (Lat: 30.333669, Lng: -98.858083), Route carried "on" structure: State highway 965, Year Built: 1961, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 15, Features Intersected: PALO ALTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870119901003, Location: 4.3 MI N OF US 290 (Lat: 30.333669, Lng: -98.858083), Route carried "on" structure: State highway 965, Year Built: 1961, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 15, Features Intersected: PALO ALTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870119901004, Location: 4.9 MI N OF US 290 (Lat: 30.344333, Lng: -98.857669), Route carried "on" structure: State highway 965, Year Built: 1965, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,120 (year 2033), Features Intersected: TREIBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.401, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870119901004, Location: 4.9 MI N OF US 290 (Lat: 30.344333, Lng: -98.857669), Route carried "on" structure: State highway 965, Year Built: 1965, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,120 (year 2033), Features Intersected: TREIBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.401, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870119901006, Location: 3.5 MI N OF US 290 (Lat: 30.317475, Lng: -98.860139), Route carried "on" structure: State highway 965, Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,120 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870119901006, Location: 3.5 MI N OF US 290 (Lat: 30.317475, Lng: -98.860139), Route carried "on" structure: State highway 965, Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,120 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870153601002, Location: 4.0 MI E OF US 290 (Lat: 30.288192, Lng: -98.797644), Route carried "on" structure: State highway 1631, Year Built: 1953, Year Reconstructed: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,345 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.614, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021
Structure Number: 140870153601002, Location: 4.0 MI E OF US 290 (Lat: 30.288192, Lng: -98.797644), Route carried "on" structure: State highway 1631, Year Built: 1953, Year Reconstructed: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,345 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.614, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021
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Structure Number: 140870153601009, Location: 0.37 MI NE OF US 290 (Lat: 30.269222, Lng: -98.854656), Route carried "on" structure: State highway 1631, Year Built: 1989, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,345 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,540 (year 2033), Design Load: HS 20, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870153601009, Location: 0.37 MI NE OF US 290 (Lat: 30.269222, Lng: -98.854656), Route carried "on" structure: State highway 1631, Year Built: 1989, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,345 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,540 (year 2033), Design Load: HS 20, Features Intersected: BARONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14087015360101, Location: 4.2 MI E OF US 290 (Lat: 30.288542, Lng: -98.796733), Route carried "on" structure: State highway 1631, Year Built: 1989, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,345 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,540 (year 2033), Design Load: HS 20, Features Intersected: PALO ALTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.674, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14087015360101, Location: 4.2 MI E OF US 290 (Lat: 30.288542, Lng: -98.796733), Route carried "on" structure: State highway 1631, Year Built: 1989, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,345 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,540 (year 2033), Design Load: HS 20, Features Intersected: PALO ALTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.674, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870190301001, Location: 1.53 MI W OF SH 16 (Lat: 30.248900, Lng: -98.918511), Route carried "on" structure: State highway 2093, Year Built: 1955, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,778 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,960 (year 2033), Design Load: H 15, Features Intersected: LIVE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.804, 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: 8, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870190301001, Location: 1.53 MI W OF SH 16 (Lat: 30.248900, Lng: -98.918511), Route carried "on" structure: State highway 2093, Year Built: 1955, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,778 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,960 (year 2033), Design Load: H 15, Features Intersected: LIVE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.804, 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: 8, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0111001, Location: 0.75 MI N OF US 290 (Lat: 30.290956, Lng: -98.946183), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 140 (year 2010), Average Future Daily Traffic: 194 (year 2027), Features Intersected: HONEY CREEK, Facility Carried by Structure: LOUDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870AA0111001, Location: 0.75 MI N OF US 290 (Lat: 30.290956, Lng: -98.946183), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 140 (year 2010), Average Future Daily Traffic: 194 (year 2027), Features Intersected: HONEY CREEK, Facility Carried by Structure: LOUDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0116501, Location: 0.3 MI E OF US 290 (Lat: 30.261608, Lng: -98.851853), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,520 (year 2020), Average Future Daily Traffic: 3,700 (year 2033), Design Load: HL 93, Features Intersected: BARONS CREEK, Facility Carried by Structure: GOEHMANN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County 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: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870AA0116501, Location: 0.3 MI E OF US 290 (Lat: 30.261608, Lng: -98.851853), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,520 (year 2020), Average Future Daily Traffic: 3,700 (year 2033), Design Load: HL 93, Features Intersected: BARONS CREEK, Facility Carried by Structure: GOEHMANN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County 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: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0119001, Location: 3.3 MI S OF US 290 (Lat: 30.201769, Lng: -98.830519), Route carried "on" structure: County highway 119, Year Built: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 352 (year 2010), Average Future Daily Traffic: 458 (year 2027), Features Intersected: DRAW, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $90,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870AA0119001, Location: 3.3 MI S OF US 290 (Lat: 30.201769, Lng: -98.830519), Route carried "on" structure: County highway 119, Year Built: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 352 (year 2010), Average Future Daily Traffic: 458 (year 2027), Features Intersected: DRAW, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $90,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0119003, Location: 1.0 MI S OF US 290 (Lat: 30.228542, Lng: -98.843089), Route carried "on" structure: County highway 119, Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 650 (year 2010), Average Future Daily Traffic: 950 (year 2027), Features Intersected: DRAW, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $262,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870AA0119003, Location: 1.0 MI S OF US 290 (Lat: 30.228542, Lng: -98.843089), Route carried "on" structure: County highway 119, Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 650 (year 2010), Average Future Daily Traffic: 950 (year 2027), Features Intersected: DRAW, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $262,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0119004, Location: 0.4 MI S OF US 290 (Lat: 30.236992, Lng: -98.843511), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 368 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 514 (year 2027), Design Load: HS 20, Features Intersected: BARONS CREEK, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870AA0119004, Location: 0.4 MI S OF US 290 (Lat: 30.236992, Lng: -98.843511), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 368 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 514 (year 2027), Design Load: HS 20, Features Intersected: BARONS CREEK, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0119502, Location: 1.6 MI S OF US 290 (Lat: 30.221022, Lng: -98.843233), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 368 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 514 (year 2027), Design Load: HL 93, Features Intersected: PEDERNALES RIVER, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 140870AA0119502, Location: 1.6 MI S OF US 290 (Lat: 30.221022, Lng: -98.843233), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 368 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 514 (year 2027), Design Load: HL 93, Features Intersected: PEDERNALES RIVER, Facility Carried by Structure: OLD SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140870AA0142501, Location: 1.6 MI NE OF SH 16 (Lat: 30.313850, Lng: -98.825461), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2036), Design Load: HL 93, Features Intersected: PALO ALTO CREEK, Facility Carried by Structure: KNEESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 140870AA0142501, Location: 1.6 MI NE OF SH 16 (Lat: 30.313850, Lng: -98.825461), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2036), Design Load: HL 93, Features Intersected: PALO ALTO CREEK, Facility Carried by Structure: KNEESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 140870AA0142502, Location: 2.9 MI NW OF SH 16 (Lat: 30.323839, Lng: -98.843053), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2027), Design Load: HL 93, Features Intersected: PALO ALTO CREEK, Facility Carried by Structure: KNEESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 140870AA0142502, Location: 2.9 MI NW OF SH 16 (Lat: 30.323839, Lng: -98.843053), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2027), Design Load: HL 93, Features Intersected: PALO ALTO CREEK, Facility Carried by Structure: KNEESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 140870AA0144001, Location: 0.10 MI NW OF US 87 (Lat: 30.324742, Lng: -98.912922), Route carried "on" structure: County highway 144, Year Built: 1938, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 200 (year 2010), Average Future Daily Traffic: 260 (year 2027), Features Intersected: BARRONS CRK BR, Facility Carried by Structure: OLD MASON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870AA0144001, Location: 0.10 MI NW OF US 87 (Lat: 30.324742, Lng: -98.912922), Route carried "on" structure: County highway 144, Year Built: 1938, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 200 (year 2010), Average Future Daily Traffic: 260 (year 2027), Features Intersected: BARRONS CRK BR, Facility Carried by Structure: OLD MASON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0185001, Location: 0.10 MI S OF SH 16 (Lat: 30.222653, Lng: -98.923667), Route carried "on" structure: County highway 185, Year Built: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 670 (year 2010), Average Future Daily Traffic: 875 (year 2027), Features Intersected: PEDERNALES RIVER, Facility Carried by Structure: OLD KERRVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 140870AA0185001, Location: 0.10 MI S OF SH 16 (Lat: 30.222653, Lng: -98.923667), Route carried "on" structure: County highway 185, Year Built: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 670 (year 2010), Average Future Daily Traffic: 875 (year 2027), Features Intersected: PEDERNALES RIVER, Facility Carried by Structure: OLD KERRVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 140870AA0244001, Location: 0.1 MI S OF US 290 (Lat: 30.278661, Lng: -98.936564), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 400 (year 2027), Design Load: HS 20, Features Intersected: LIVE OAK CREEK, Facility Carried by Structure: HAYDEN RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140870AA0244001, Location: 0.1 MI S OF US 290 (Lat: 30.278661, Lng: -98.936564), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 400 (year 2027), Design Load: HS 20, Features Intersected: LIVE OAK CREEK, Facility Carried by Structure: HAYDEN RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140870AA0264501, Location: 1.6 MI S OF SH 16 (Lat: 30.221247, Lng: -98.900542), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2033), Design Load: HL 93, Features Intersected: PEDERNALES RIVER, Facility Carried by Structure: BOOS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 140870AA0264501, Location: 1.6 MI S OF SH 16 (Lat: 30.221247, Lng: -98.900542), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2033), Design Load: HL 93, Features Intersected: PEDERNALES RIVER, Facility Carried by Structure: BOOS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place