Bridge Statistics for Junction, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 764ft / 233mTotal length
- $2,649,000Total costs
- 133,395Total average daily traffic
- 35,807Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Junction
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 31940-1949
- 31950-1959
- 51960-1969
- 141970-1979
- 31980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 31960-1969
- 11970-1979
- 31980-1989
- 01990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 15.4%Very good
- 69.2%Good
- 15.4%Satisfactory
- Bridge Condition - Superstructure
- 69.2%Good
- 30.8%Satisfactory
- Bridge Condition - Substructure
- 7.7%Very good
- 46.2%Good
- 46.2%Satisfactory
- Bridge Condition - Channel
- 13.0%Very good
- 56.5%Good
- 26.1%Satisfactory
- 4.3%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
Find on map >> Show street view
Structure Number: 7134000350703, Location: 0.91 MI S OF MENARD C/L (Lat: 30.697233, Lng: -99.772947), Route carried "on" structure: US 83, Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,714 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 4,920 (year 2033), Design Load: H 15, Features Intersected: SALINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 7134000350703, Location: 0.91 MI S OF MENARD C/L (Lat: 30.697233, Lng: -99.772947), Route carried "on" structure: US 83, Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,714 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 4,920 (year 2033), Design Load: H 15, Features Intersected: SALINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 71340003507036, Location: 1.90 MI N OF IH 10 (Lat: 30.533169, Lng: -99.764694), Route carried "on" structure: US 83, Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,862 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 5,440 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.202, 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: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 71340003507036, Location: 1.90 MI N OF IH 10 (Lat: 30.533169, Lng: -99.764694), Route carried "on" structure: US 83, Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,862 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 5,440 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.202, 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: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 71340003507037, Location: 1.27 MI N OF IH 10 (Lat: 30.524408, Lng: -99.767061), Route carried "on" structure: US 83, Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,862 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 5,440 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.221, 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: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 71340003507037, Location: 1.27 MI N OF IH 10 (Lat: 30.524408, Lng: -99.767061), Route carried "on" structure: US 83, Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,862 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 5,440 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.221, 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: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 71340003507048, Location: 0.33 MI N OF IH 10 (Lat: 30.510828, Lng: -99.771767), Route carried "on" structure: US 83, Year Built: 1971, Year Reconstructed: 1986, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,610 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 7,640 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.730, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020
Structure Number: 71340003507048, Location: 0.33 MI N OF IH 10 (Lat: 30.510828, Lng: -99.771767), Route carried "on" structure: US 83, Year Built: 1971, Year Reconstructed: 1986, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,610 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 7,640 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.730, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020
Find on map >> Show street view
Structure Number: 71340014109087, Location: 1.86 MI NW OF FM 2169 (Lat: 30.507936, Lng: -99.775078), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 3,940 (year 2013), Truck Traffic: 36%, Average Future Daily Traffic: 5,510 (year 2033), Design Load: HS 20, Features Intersected: US 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.188, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014109087, Location: 1.86 MI NW OF FM 2169 (Lat: 30.507936, Lng: -99.775078), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 3,940 (year 2013), Truck Traffic: 36%, Average Future Daily Traffic: 5,510 (year 2033), Design Load: HS 20, Features Intersected: US 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.188, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014109088, Location: 1.86 MI NW OF FM 2169 (Lat: 30.508064, Lng: -99.774931), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 3,940 (year 2013), Truck Traffic: 36%, Average Future Daily Traffic: 5,510 (year 2033), Design Load: HS 20, Features Intersected: US 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014109088, Location: 1.86 MI NW OF FM 2169 (Lat: 30.508064, Lng: -99.774931), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 3,940 (year 2013), Truck Traffic: 36%, Average Future Daily Traffic: 5,510 (year 2033), Design Load: HS 20, Features Intersected: US 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014109089, Location: 3.54 MI E OF FM 2291 (Lat: 30.512789, Lng: -99.784903), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 11,689 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 11,030 (year 2033), Design Load: HS 20, Features Intersected: ELM SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.105, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 15, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020
Structure Number: 71340014109089, Location: 3.54 MI E OF FM 2291 (Lat: 30.512789, Lng: -99.784903), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 11,689 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 11,030 (year 2033), Design Load: HS 20, Features Intersected: ELM SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.105, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 15, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020
Find on map >> Show street view
Structure Number: 71340014109137, Location: 1.08 MI E OF RM 2291 (Lat: 30.522558, Lng: -99.824672), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,880 (year 2013), Truck Traffic: 36%, Average Future Daily Traffic: 11,030 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.207, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
Structure Number: 71340014109137, Location: 1.08 MI E OF RM 2291 (Lat: 30.522558, Lng: -99.824672), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,880 (year 2013), Truck Traffic: 36%, Average Future Daily Traffic: 11,030 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.207, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
Find on map >> Show street view
Structure Number: 71340014118033, Location: 0.58 MI W OF US 377 (Lat: 30.509506, Lng: -99.785639), Route carried "on" structure: State highway 1674, Year Built: 1934, Year Reconstructed: 1956, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 720 (year 2033), Design Load: H 15, Features Intersected: ELM SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.284, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 18, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014118033, Location: 0.58 MI W OF US 377 (Lat: 30.509506, Lng: -99.785639), Route carried "on" structure: State highway 1674, Year Built: 1934, Year Reconstructed: 1956, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 720 (year 2033), Design Load: H 15, Features Intersected: ELM SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.284, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 18, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014118051, Location: 0.60 MI E OF RM 2291 (Lat: 30.520019, Lng: -99.828653), Route carried "on" structure: State highway 1674, Year Built: 1950, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 720 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014118051, Location: 0.60 MI E OF RM 2291 (Lat: 30.520019, Lng: -99.828653), Route carried "on" structure: State highway 1674, Year Built: 1950, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 720 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014120034, Location: 0.50 MI S OF IH 10 (Lat: 30.502847, Lng: -99.778281), Route carried "on" structure: US 377, Year Built: 1933, Year Reconstructed: 1988, Status: Open, Structure Length: 20.67m (67.81ft), Average Daily Traffic: 4,021 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,760 (year 2033), Design Load: H 15, Features Intersected: NORTH LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014120034, Location: 0.50 MI S OF IH 10 (Lat: 30.502847, Lng: -99.778281), Route carried "on" structure: US 377, Year Built: 1933, Year Reconstructed: 1988, Status: Open, Structure Length: 20.67m (67.81ft), Average Daily Traffic: 4,021 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,760 (year 2033), Design Load: H 15, Features Intersected: NORTH LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014201091, Location: 2.36 MI E OF FM 2169 (Lat: 30.463892, Lng: -99.729183), Route carried "on" structure: Ramp State highway 481, Year Built: 1969, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 980 (year 2010), Truck Traffic: 40%, Average Future Daily Traffic: 1,380 (year 2030), Design Load: H 20, Features Intersected: IH 10 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.519, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014201091, Location: 2.36 MI E OF FM 2169 (Lat: 30.463892, Lng: -99.729183), Route carried "on" structure: Ramp State highway 481, Year Built: 1969, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 980 (year 2010), Truck Traffic: 40%, Average Future Daily Traffic: 1,380 (year 2030), Design Load: H 20, Features Intersected: IH 10 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.519, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014201092, Location: 2.36 MI E OF FM 2169 (Lat: 30.463947, Lng: -99.730356), Route carried "on" structure: Ramp State highway 481, Year Built: 1969, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 980 (year 2010), Truck Traffic: 40%, Average Future Daily Traffic: 1,380 (year 2030), Design Load: H 20, Features Intersected: IH 10 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.603, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014201092, Location: 2.36 MI E OF FM 2169 (Lat: 30.463947, Lng: -99.730356), Route carried "on" structure: Ramp State highway 481, Year Built: 1969, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 980 (year 2010), Truck Traffic: 40%, Average Future Daily Traffic: 1,380 (year 2030), Design Load: H 20, Features Intersected: IH 10 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.603, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014201123, Location: 1.82 MI E OF FM 2169 (Lat: 30.472222, Lng: -99.732042), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,969 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,730 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 71340014201123, Location: 1.82 MI E OF FM 2169 (Lat: 30.472222, Lng: -99.732042), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,969 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,730 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 71340014201124, Location: 1.17 MI E OF FM 2169 (Lat: 30.479972, Lng: -99.736228), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,969 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,730 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.674, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 71340014201124, Location: 1.17 MI E OF FM 2169 (Lat: 30.479972, Lng: -99.736228), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,969 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,730 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.674, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 71340014201125, Location: 0.30 MI E OF FM 2169 (Lat: 30.490181, Lng: -99.744719), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 12,969 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,460 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.271, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 71340014201125, Location: 0.30 MI E OF FM 2169 (Lat: 30.490181, Lng: -99.744719), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 12,969 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,460 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.271, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 71340014201126, Location: 1.90 MI SE OF US 377 (Lat: 30.492603, Lng: -99.749319), Route carried "on" structure: State highway 2169, Year Built: 1971, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,190 (year 2033), Design Load: H 20, Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.124, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014201126, Location: 1.90 MI SE OF US 377 (Lat: 30.492603, Lng: -99.749319), Route carried "on" structure: State highway 2169, Year Built: 1971, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,190 (year 2033), Design Load: H 20, Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.124, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014201127, Location: 1.41 MI E OF US 83 (Lat: 30.495147, Lng: -99.754342), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 46.94m (154.00ft), Average Daily Traffic: 4,390 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 6,150 (year 2033), Design Load: HS 20, Features Intersected: LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 12, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014201127, Location: 1.41 MI E OF US 83 (Lat: 30.495147, Lng: -99.754342), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 46.94m (154.00ft), Average Daily Traffic: 4,390 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 6,150 (year 2033), Design Load: HS 20, Features Intersected: LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 12, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014201128, Location: 1.41 MI E OF US 83 (Lat: 30.495292, Lng: -99.754228), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 46.94m (154.00ft), Average Daily Traffic: 4,390 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 6,150 (year 2033), Design Load: HS 20, Features Intersected: LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 12, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014201128, Location: 1.41 MI E OF US 83 (Lat: 30.495292, Lng: -99.754228), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 46.94m (154.00ft), Average Daily Traffic: 4,390 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 6,150 (year 2033), Design Load: HS 20, Features Intersected: LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 12, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014216031, Location: 0.1 MI NW OF FM 2169 (Lat: 30.486850, Lng: -99.761978), Route carried "on" structure: State highway 481, Year Built: 1937, Status: Open, Structure Length: 40.90m (134.19ft), Average Daily Traffic: 1,862 (year 2020), Truck Traffic: 43%, Average Future Daily Traffic: 690 (year 2033), Design Load: H 15, Features Intersected: SOUTH LLANO RIVER
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 3.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 57.6m (189.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: 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, Length Of Structure Improvement: 41.94m (137.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Critical Feature Inspection Date: January 2021, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $2,119,000, Roadway Improvement Cost: $530,000, Total Project Cost: $2,649,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014216031, Location: 0.1 MI NW OF FM 2169 (Lat: 30.486850, Lng: -99.761978), Route carried "on" structure: State highway 481, Year Built: 1937, Status: Open, Structure Length: 40.90m (134.19ft), Average Daily Traffic: 1,862 (year 2020), Truck Traffic: 43%, Average Future Daily Traffic: 690 (year 2033), Design Load: H 15, Features Intersected: SOUTH LLANO RIVER
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 3.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 57.6m (189.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: 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, Length Of Structure Improvement: 41.94m (137.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Critical Feature Inspection Date: January 2021, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $2,119,000, Roadway Improvement Cost: $530,000, Total Project Cost: $2,649,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340014804006, Location: 3.60 MI S OF LP 481 (Lat: 30.454728, Lng: -99.805078), Route carried "on" structure: US 377, Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: H 20, Features Intersected: CRISP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340014804006, Location: 3.60 MI S OF LP 481 (Lat: 30.454728, Lng: -99.805078), Route carried "on" structure: US 377, Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: H 20, Features Intersected: CRISP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 7134001480401, Location: 1.56 MI S OF LP 481 (Lat: 30.479236, Lng: -99.789414), Route carried "on" structure: US 377, Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: HS 20, Features Intersected: KOUNTZ DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
Structure Number: 7134001480401, Location: 1.56 MI S OF LP 481 (Lat: 30.479236, Lng: -99.789414), Route carried "on" structure: US 377, Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: HS 20, Features Intersected: KOUNTZ DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 71340014804011, Location: 2.18 MI S OF LP 481 (Lat: 30.471542, Lng: -99.793803), Route carried "on" structure: US 377, Year Built: 1982, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
Structure Number: 71340014804011, Location: 2.18 MI S OF LP 481 (Lat: 30.471542, Lng: -99.793803), Route carried "on" structure: US 377, Year Built: 1982, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 71340014804014, Location: 1.0 MI S OF LP 481 (Lat: 30.483331, Lng: -99.783536), Route carried "on" structure: US 377, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.381, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
Structure Number: 71340014804014, Location: 1.0 MI S OF LP 481 (Lat: 30.483331, Lng: -99.783536), Route carried "on" structure: US 377, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 517 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 840 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.381, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 71340047401001, Location: 0.32 MI S OF US 377 (Lat: 30.449200, Lng: -99.813028), Route carried "on" structure: State highway 73, Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 110 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: SOUTH LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.518, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340047401001, Location: 0.32 MI S OF US 377 (Lat: 30.449200, Lng: -99.813028), Route carried "on" structure: State highway 73, Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 110 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: SOUTH LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.518, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340200701001, Location: 3.10 MI E OF LOOP 481 (Lat: 30.491061, Lng: -99.718511), Route carried "on" structure: State highway 2169, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 388 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 420 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 71340200701001, Location: 3.10 MI E OF LOOP 481 (Lat: 30.491061, Lng: -99.718511), Route carried "on" structure: State highway 2169, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 388 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 420 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 71340246901001, Location: 0.24 MI W OF LP 481 (Lat: 30.477650, Lng: -99.760853), Route carried "on" structure: State highway 2169, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 340 (year 2033), Design Load: H 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.338, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71340246901001, Location: 0.24 MI W OF LP 481 (Lat: 30.477650, Lng: -99.760853), Route carried "on" structure: State highway 2169, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 340 (year 2033), Design Load: H 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.338, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71340246901002, Location: 0.2 Miles S of US 377 (Lat: 30.478867, Lng: -99.777817), Route carried "on" structure: State highway 2169, Year Built: 2011, Year Reconstructed: 2020, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 340 (year 2033), Design Load: HL 93, Features Intersected: SOUTH LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71340246901002, Location: 0.2 Miles S of US 377 (Lat: 30.478867, Lng: -99.777817), Route carried "on" structure: State highway 2169, Year Built: 2011, Year Reconstructed: 2020, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 340 (year 2033), Design Load: HL 93, Features Intersected: SOUTH LLANO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 71340014109087, Location: 1.86 MI NW OF FM 2169 (Lat: 30.507936, Lng: -99.775078), Route carried "under" structure: US 377, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 4,620 (year 2010), Truck Traffic: 20%, Features Intersected: US 83, Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 23.221, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 71340014109087, Location: 1.86 MI NW OF FM 2169 (Lat: 30.507936, Lng: -99.775078), Route carried "under" structure: US 377, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 4,620 (year 2010), Truck Traffic: 20%, Features Intersected: US 83, Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 23.221, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 71340014109088, Location: 1.86 MI NW OF FM 2169, Route carried "under" structure: US 83, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 5,860 (year 2013), Truck Traffic: 20%, Features Intersected: US 83, Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 23.176, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 23.176, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Find on map >> Show street view
Structure Number: 71340014201091, Location: 2.36 MI E OF FM 2169 (Lat: 30.463892, Lng: -99.729183), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2013), Truck Traffic: 25%, Features Intersected: IH 10 WB, Facility Carried by Structure: LP 481 WB CONN
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 10.662, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 71340014201091, Location: 2.36 MI E OF FM 2169 (Lat: 30.463892, Lng: -99.729183), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2013), Truck Traffic: 25%, Features Intersected: IH 10 WB, Facility Carried by Structure: LP 481 WB CONN
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 10.662, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 71340014201092, Location: 2.36 MI E OF FM 2169 (Lat: 30.463947, Lng: -99.730356), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2013), Truck Traffic: 25%, Features Intersected: IH 10 EB, Facility Carried by Structure: LP 481 WB CONN
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 10.589, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 71340014201092, Location: 2.36 MI E OF FM 2169 (Lat: 30.463947, Lng: -99.730356), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2013), Truck Traffic: 25%, Features Intersected: IH 10 EB, Facility Carried by Structure: LP 481 WB CONN
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 10.589, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 71340014201126, Location: 1.90 MI SE OF US 377 (Lat: 30.492603, Lng: -99.749319), Route carried "under" structure: Interstate 10, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 8,780 (year 2013), Truck Traffic: 27%, Features Intersected: IH 10, Facility Carried by Structure: FM 2169
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 6.783, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 71340014201126, Location: 1.90 MI SE OF US 377 (Lat: 30.492603, Lng: -99.749319), Route carried "under" structure: Interstate 10, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 8,780 (year 2013), Truck Traffic: 27%, Features Intersected: IH 10, Facility Carried by Structure: FM 2169
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 6.783, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)