Bridge Statistics for Helotes, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 210ft / 63.7mTotal length
- 215,708Total average daily traffic
- 6,455Total average daily truck traffic
- 256,391Total future (year 1900) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Helotes
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 61970-1979
- 41980-1989
- 31990-1999
- 12000-2009
- 52010-2019
- Bridge Condition - Deck
- 37.5%Very good
- 62.5%Good
- Bridge Condition - Superstructure
- 62.5%Very good
- 37.5%Good
- Bridge Condition - Substructure
- 37.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- Bridge Condition - Channel
- 5.0%Very good
- 50.0%Good
- 45.0%Satisfactory
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
Find on map >> Show street view
Structure Number: 150150029109088, Location: 2.00 MI N OF FM 1560 (Lat: 29.590106, Lng: -98.698656), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: TRIB OF LOS REYES CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.728, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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 48 months, Inspection Date: August 2018
Structure Number: 150150029109088, Location: 2.00 MI N OF FM 1560 (Lat: 29.590106, Lng: -98.698656), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: TRIB OF LOS REYES CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.728, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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 48 months, Inspection Date: August 2018
Find on map >> Show street view
Structure Number: 150150029109089, Location: 2.30 MI N OF FM 1560 (Lat: 29.593294, Lng: -98.701892), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.236, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 150150029109089, Location: 2.30 MI N OF FM 1560 (Lat: 29.593294, Lng: -98.701892), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.236, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Find on map >> Show street view
Structure Number: 15015002910909, Location: 2.70 MI N OF FM 1560 (Lat: 29.598119, Lng: -98.706342), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: LOS REYES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.545, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 15015002910909, Location: 2.70 MI N OF FM 1560 (Lat: 29.598119, Lng: -98.706342), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: LOS REYES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.545, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Find on map >> Show street view
Structure Number: 150150029109091, Location: 5.20 MI E OF SH 211 (Lat: 29.606525, Lng: -98.710972), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: Los Reyes Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.462, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 150150029109091, Location: 5.20 MI E OF SH 211 (Lat: 29.606525, Lng: -98.710972), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 12,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,710 (year 2033), Design Load: HS 20, Features Intersected: Los Reyes Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.462, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Find on map >> Show street view
Structure Number: 150150029110078, Location: 2.50 MI N OF LP 1604 (Lat: 29.579131, Lng: -98.690494), Route carried "on" structure: State highway 16, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,865 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,890 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150029110078, Location: 2.50 MI N OF LP 1604 (Lat: 29.579131, Lng: -98.690494), Route carried "on" structure: State highway 16, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,865 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,890 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150029110079, Location: 2.50 MI N OF LP 1604 (Lat: 29.579253, Lng: -98.690317), Route carried "on" structure: State highway 16, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,634 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,890 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150029110079, Location: 2.50 MI N OF LP 1604 (Lat: 29.579253, Lng: -98.690317), Route carried "on" structure: State highway 16, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,634 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,890 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150029110222, Location: 0.55 MI NW OF LP 1604 (Lat: 29.556308, Lng: -98.670128), Route carried "on" structure: State highway 16, Year Built: 2019, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 47,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 51,460 (year 2033), Design Load: HL 93, Features Intersected: French Crk Trib B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.836, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 29 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: 29.3m (96.1ft), Out-to-Out Width: 50.7m (166.3ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 150150029110222, Location: 0.55 MI NW OF LP 1604 (Lat: 29.556308, Lng: -98.670128), Route carried "on" structure: State highway 16, Year Built: 2019, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 47,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 51,460 (year 2033), Design Load: HL 93, Features Intersected: French Crk Trib B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.836, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 29 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: 29.3m (96.1ft), Out-to-Out Width: 50.7m (166.3ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 150150223001007, Location: 0.26 Mi W of SH 16 (Lat: 29.565111, Lng: -98.691403), Route carried "on" structure: State highway 1560, Year Built: 1986, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 7,445 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,560 (year 2033), Design Load: HS 20, Features Intersected: Helotes Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150223001007, Location: 0.26 Mi W of SH 16 (Lat: 29.565111, Lng: -98.691403), Route carried "on" structure: State highway 1560, Year Built: 1986, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 7,445 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,560 (year 2033), Design Load: HS 20, Features Intersected: Helotes Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150223001008, Location: 0.3 Mi N of SH 16 (Lat: 29.564475, Lng: -98.678606), Route carried "on" structure: State highway 1560, Year Built: 1987, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 10,886 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,820 (year 2033), Design Load: HS 20, Features Intersected: French Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 12.3m (40.4ft), Out-to-Out Width: 14.5m (47.6ft)
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 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150223001008, Location: 0.3 Mi N of SH 16 (Lat: 29.564475, Lng: -98.678606), Route carried "on" structure: State highway 1560, Year Built: 1987, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 10,886 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,820 (year 2033), Design Load: HS 20, Features Intersected: French Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 12.3m (40.4ft), Out-to-Out Width: 14.5m (47.6ft)
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 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 150150223001009, Location: 0.8 Mi NE of SH 16 (Lat: 29.569528, Lng: -98.673986), Route carried "on" structure: State highway 1560, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,886 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,820 (year 2033), Design Load: HS 20, Features Intersected: Tributary of French Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.194, 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: 12.3m (40.4ft), Out-to-Out Width: 15.9m (52.2ft)
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: 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 48 months, Inspection Date: August 2018
Structure Number: 150150223001009, Location: 0.8 Mi NE of SH 16 (Lat: 29.569528, Lng: -98.673986), Route carried "on" structure: State highway 1560, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,886 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,820 (year 2033), Design Load: HS 20, Features Intersected: Tributary of French Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.194, 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: 12.3m (40.4ft), Out-to-Out Width: 15.9m (52.2ft)
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: 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 48 months, Inspection Date: August 2018
Find on map >> Show street view
Structure Number: 15015022300101, Location: 1.1 Mi W of LP 1604 (Lat: 29.569653, Lng: -98.668608), Route carried "on" structure: State highway 1560, Year Built: 1987, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 10,886 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,820 (year 2033), Design Load: HS 20, Features Intersected: Tributary of French Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15015022300101, Location: 1.1 Mi W of LP 1604 (Lat: 29.569653, Lng: -98.668608), Route carried "on" structure: State highway 1560, Year Built: 1987, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 10,886 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,820 (year 2033), Design Load: HS 20, Features Intersected: Tributary of French Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 150150223001296, Location: 1.2 Mi N of Braun Road (Lat: 29.557936, Lng: -98.698464), Route carried "on" structure: State highway 1560, Year Built: 2018, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 11,600 (year 2018), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: Helotes Creek Trib. A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150223001296, Location: 1.2 Mi N of Braun Road (Lat: 29.557936, Lng: -98.698464), Route carried "on" structure: State highway 1560, Year Built: 2018, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 11,600 (year 2018), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: Helotes Creek Trib. A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 150150AA1615001, Location: 150' EAST OF SH 16 (Lat: 29.599600, Lng: -98.706100), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2030), Design Load: HS 20, Features Intersected: LOS REYES CREEK, Facility Carried by Structure: TRIANA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150AA1615001, Location: 150' EAST OF SH 16 (Lat: 29.599600, Lng: -98.706100), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2030), Design Load: HS 20, Features Intersected: LOS REYES CREEK, Facility Carried by Structure: TRIANA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 150150AA9907001, Location: 0.01 MI NE OF GALM RD (Lat: 29.530786, Lng: -98.730583), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 500 (year 2013), Average Future Daily Traffic: 700 (year 2030), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: MILL PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 17, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA9907001, Location: 0.01 MI NE OF GALM RD (Lat: 29.530786, Lng: -98.730583), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 500 (year 2013), Average Future Daily Traffic: 700 (year 2030), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: MILL PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 17, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150FF0610001, Location: 0.20 MI SE OF SCENIC LOOP (Lat: 29.578528, Lng: -98.691300), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 680 (year 2013), Average Future Daily Traffic: 1,090 (year 2033), Features Intersected: HELOTES CREEK, Facility Carried by Structure: OLD BANDERA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150FF0610001, Location: 0.20 MI SE OF SCENIC LOOP (Lat: 29.578528, Lng: -98.691300), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 680 (year 2013), Average Future Daily Traffic: 1,090 (year 2033), Features Intersected: HELOTES CREEK, Facility Carried by Structure: OLD BANDERA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150FF0615001, Location: 0.20 MI SW OF SH 16 (Lat: 29.558303, Lng: -98.681892), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,062 (year 2020), Average Future Daily Traffic: 8,000 (year 2033), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: LESLIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150FF0615001, Location: 0.20 MI SW OF SH 16 (Lat: 29.558303, Lng: -98.681892), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,062 (year 2020), Average Future Daily Traffic: 8,000 (year 2033), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: LESLIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150FF0700001, Location: 0.30 MI NE OF SH 16 (Lat: 29.583961, Lng: -98.688022), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 4,093 (year 2020), Average Future Daily Traffic: 5,000 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK, Facility Carried by Structure: SCENIC LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150FF0700001, Location: 0.30 MI NE OF SH 16 (Lat: 29.583961, Lng: -98.688022), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 4,093 (year 2020), Average Future Daily Traffic: 5,000 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK, Facility Carried by Structure: SCENIC LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150FF0700002, Location: 0.60 MI N OF SH 16 (Lat: 29.588478, Lng: -98.688606), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,806 (year 2020), Average Future Daily Traffic: 4,000 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK, Facility Carried by Structure: SCENIC LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150FF0700002, Location: 0.60 MI N OF SH 16 (Lat: 29.588478, Lng: -98.688606), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,806 (year 2020), Average Future Daily Traffic: 4,000 (year 2033), Design Load: HS 20, Features Intersected: HELOTES CREEK, Facility Carried by Structure: SCENIC LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 150150FF0858001, Location: 0.4 MI NW OF FM 1560 (Lat: 29.527928, Lng: -98.723842), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 20,465 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,500 (year 2036), Design Load: HL 93, Features Intersected: CULEBRA CREEK TRIB, Facility Carried by Structure: GALM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150150FF0858001, Location: 0.4 MI NW OF FM 1560 (Lat: 29.527928, Lng: -98.723842), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 20,465 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,500 (year 2036), Design Load: HL 93, Features Intersected: CULEBRA CREEK TRIB, Facility Carried by Structure: GALM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 150150FF0858002, Location: 0.6 MI NW OF FM 1560 (Lat: 29.529211, Lng: -98.726869), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2036), Design Load: HL 93, Features Intersected: CULEBRA CREEK, Facility Carried by Structure: GALM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150150FF0858002, Location: 0.6 MI NW OF FM 1560 (Lat: 29.529211, Lng: -98.726869), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2036), Design Load: HL 93, Features Intersected: CULEBRA CREEK, Facility Carried by Structure: GALM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete