Bridge Statistics for Winona, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 197ft / 60.2mTotal length
- $717,000Total costs
- 83,080Total average daily traffic
- 22,086Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Winona
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 21940-1949
- 31950-1959
- 71960-1969
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 21960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 50.0%Good
- 42.9%Satisfactory
- 7.1%Poor
- Bridge Condition - Superstructure
- 7.1%Very good
- 21.4%Good
- 50.0%Satisfactory
- 21.4%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 42.9%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 14.3%Good
- 64.3%Satisfactory
- 21.4%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
Find on map >> Show street view
Structure Number: 102120049505176, Location: 2.3 MI E OF SH 155 (Lat: 32.446036, Lng: -95.149383), Route carried "on" structure: County highway 353, Year Built: 1964, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 220 (year 2031), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102120049505176, Location: 2.3 MI E OF SH 155 (Lat: 32.446036, Lng: -95.149383), Route carried "on" structure: County highway 353, Year Built: 1964, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 220 (year 2031), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 102120049505177, Location: 3.3 MI E OF SH 155 (Lat: 32.441197, Lng: -95.134089), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 14,869 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 17,500 (year 2033), Design Load: HS 20, Features Intersected: US 271
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.999, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120049505177, Location: 3.3 MI E OF SH 155 (Lat: 32.441197, Lng: -95.134089), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 14,869 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 17,500 (year 2033), Design Load: HS 20, Features Intersected: US 271
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.999, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120049505178, Location: 3.3 MI E OF SH 155 (Lat: 32.441100, Lng: -95.134381), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 15,144 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 17,500 (year 2033), Design Load: HS 20, Features Intersected: US 271
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.987, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $100,000, Total Project Cost: $533,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120049505178, Location: 3.3 MI E OF SH 155 (Lat: 32.441100, Lng: -95.134381), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 15,144 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 17,500 (year 2033), Design Load: HS 20, Features Intersected: US 271
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.987, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $100,000, Total Project Cost: $533,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052001041, Location: 0.6 MI N OF IH 20 (Lat: 32.457236, Lng: -95.183400), Route carried "on" structure: State highway 155, Year Built: 1952, Year Reconstructed: 1960, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 9,302 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,180 (year 2039), Features Intersected: WIGGINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052001041, Location: 0.6 MI N OF IH 20 (Lat: 32.457236, Lng: -95.183400), Route carried "on" structure: State highway 155, Year Built: 1952, Year Reconstructed: 1960, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 9,302 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,180 (year 2039), Features Intersected: WIGGINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052204014, Location: 0.1 MI NW OF FM 2015 (Lat: 32.515561, Lng: -95.210725), Route carried "on" structure: State highway 16, Year Built: 1941, Year Reconstructed: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,108 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,670 (year 2039), Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.199, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052204014, Location: 0.1 MI NW OF FM 2015 (Lat: 32.515561, Lng: -95.210725), Route carried "on" structure: State highway 16, Year Built: 1941, Year Reconstructed: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,108 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,670 (year 2039), Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.199, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052204015, Location: 1.8 MI NW OF SH 155 (Lat: 32.505578, Lng: -95.193164), Route carried "on" structure: State highway 16, Year Built: 1941, Year Reconstructed: 2008, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,389 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,220 (year 2039), Design Load: H 15, Features Intersected: GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $17,000, Total Project Cost: $84,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052204015, Location: 1.8 MI NW OF SH 155 (Lat: 32.505578, Lng: -95.193164), Route carried "on" structure: State highway 16, Year Built: 1941, Year Reconstructed: 2008, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,389 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,220 (year 2039), Design Load: H 15, Features Intersected: GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $17,000, Total Project Cost: $84,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052205023, Location: 1.1 MI W OF FM 757 (Lat: 32.472781, Lng: -95.134908), Route carried "on" structure: State highway 16, Year Built: 1922, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 520 (year 2039), Features Intersected: SIMPSONS CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.222, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052205023, Location: 1.1 MI W OF FM 757 (Lat: 32.472781, Lng: -95.134908), Route carried "on" structure: State highway 16, Year Built: 1922, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 520 (year 2039), Features Intersected: SIMPSONS CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.222, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052205024, Location: 0.2 MI W OF FM 757 (Lat: 32.470703, Lng: -95.119522), Route carried "on" structure: State highway 16, Year Built: 1922, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 520 (year 2039), Features Intersected: SIMPSONS CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052205024, Location: 0.2 MI W OF FM 757 (Lat: 32.470703, Lng: -95.119522), Route carried "on" structure: State highway 16, Year Built: 1922, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 520 (year 2039), Features Intersected: SIMPSONS CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052205025, Location: 3.4 MI W OF US 271 (Lat: 32.469517, Lng: -95.111203), Route carried "on" structure: State highway 16, Year Built: 1922, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 336 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 470 (year 2039), Features Intersected: SIMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.528, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052205025, Location: 3.4 MI W OF US 271 (Lat: 32.469517, Lng: -95.111203), Route carried "on" structure: State highway 16, Year Built: 1922, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 336 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 470 (year 2039), Features Intersected: SIMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.528, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052205033, Location: 3.3 MI W OF FM 757 (Lat: 32.491803, Lng: -95.161211), Route carried "on" structure: State highway 16, Year Built: 1957, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,064 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,030 (year 2039), Features Intersected: HARRIS CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052205033, Location: 3.3 MI W OF FM 757 (Lat: 32.491803, Lng: -95.161211), Route carried "on" structure: State highway 16, Year Built: 1957, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,064 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,030 (year 2039), Features Intersected: HARRIS CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120052205034, Location: 3.1 MI W OF FM 757 (Lat: 32.491883, Lng: -95.158681), Route carried "on" structure: State highway 16, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,064 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,030 (year 2039), Design Load: H 20, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052205034, Location: 3.1 MI W OF FM 757 (Lat: 32.491883, Lng: -95.158681), Route carried "on" structure: State highway 16, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,064 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,030 (year 2039), Design Load: H 20, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120350501001, Location: 0.6 MI N OF IH 20 (Lat: 32.457353, Lng: -95.180986), Route carried "on" structure: State highway 3311, Year Built: 1922, Year Reconstructed: 1972, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 196 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 260 (year 2039), Features Intersected: WIGGINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120350501001, Location: 0.6 MI N OF IH 20 (Lat: 32.457353, Lng: -95.180986), Route carried "on" structure: State highway 3311, Year Built: 1922, Year Reconstructed: 1972, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 196 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 260 (year 2039), Features Intersected: WIGGINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120AA0313101, Location: 1.40 MI W OF SH 155 (Lat: 32.468097, Lng: -95.189839), Route carried "on" structure: County highway 313, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 308 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2035), Features Intersected: WIGGINS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120AA0313101, Location: 1.40 MI W OF SH 155 (Lat: 32.468097, Lng: -95.189839), Route carried "on" structure: County highway 313, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 308 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2035), Features Intersected: WIGGINS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120AA0343101, Location: 0.15 MI N OF SH 155 (Lat: 32.462981, Lng: -95.181550), Route carried "on" structure: County highway 343, Year Built: 1922, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 862 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 900 (year 2035), Features Intersected: HARRIS CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120AA0343101, Location: 0.15 MI N OF SH 155 (Lat: 32.462981, Lng: -95.181550), Route carried "on" structure: County highway 343, Year Built: 1922, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 862 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 900 (year 2035), Features Intersected: HARRIS CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120AA0351101, Location: 0.95 MI W OF SH 155 (Lat: 32.531211, Lng: -95.177711), Route carried "on" structure: County highway 351, Year Built: 1991, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 100 (year 2035), Features Intersected: GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 102120AA0351101, Location: 0.95 MI W OF SH 155 (Lat: 32.531211, Lng: -95.177711), Route carried "on" structure: County highway 351, Year Built: 1991, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 100 (year 2035), Features Intersected: GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 102120AA0356001, Location: 0.80 MI N OF FM 16 (Lat: 32.496881, Lng: -95.142572), Route carried "on" structure: County highway 356, Year Built: 2018, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 270 (year 2015), Average Future Daily Traffic: 270 (year 2035), Design Load: HL 93, Features Intersected: Simpson Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120AA0356001, Location: 0.80 MI N OF FM 16 (Lat: 32.496881, Lng: -95.142572), Route carried "on" structure: County highway 356, Year Built: 2018, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 270 (year 2015), Average Future Daily Traffic: 270 (year 2035), Design Load: HL 93, Features Intersected: Simpson Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 102120AA0363103, Location: 0.45 MI N OF FM 16 (Lat: 32.476042, Lng: -95.117642), Route carried "on" structure: County highway 363, Year Built: 2001, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 280 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2035), Features Intersected: SIMPSON CREEK
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $13,000, Total Project Cost: $65,000
Structure Number: 102120AA0363103, Location: 0.45 MI N OF FM 16 (Lat: 32.476042, Lng: -95.117642), Route carried "on" structure: County highway 363, Year Built: 2001, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 280 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2035), Features Intersected: SIMPSON CREEK
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $13,000, Total Project Cost: $65,000
Find on map >> Show street view
Structure Number: 102120049505176, Location: 2.3 MI E OF SH 155 (Lat: 32.446036, Lng: -95.149383), Route carried "under" structure: Interstate 20, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 24,680 (year 2013), Truck Traffic: 29%, Features Intersected: IH 20, Facility Carried by Structure: CR 353
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 42.529, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 102120049505176, Location: 2.3 MI E OF SH 155 (Lat: 32.446036, Lng: -95.149383), Route carried "under" structure: Interstate 20, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 24,680 (year 2013), Truck Traffic: 29%, Features Intersected: IH 20, Facility Carried by Structure: CR 353
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 42.529, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Find on map >> Show street view
Structure Number: 102120049505177, Location: 3.3 MI E OF SH 155 (Lat: 32.441197, Lng: -95.134089), Route carried "under" structure: US 271, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,420 (year 2011), Truck Traffic: 19%, Features Intersected: US 271, Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 16.097, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 102120049505177, Location: 3.3 MI E OF SH 155 (Lat: 32.441197, Lng: -95.134089), Route carried "under" structure: US 271, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,420 (year 2011), Truck Traffic: 19%, Features Intersected: US 271, Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 16.097, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Find on map >> Show street view
Structure Number: 102120049505178, Location: 3.3 MI E OF SH 155 (Lat: 32.441100, Lng: -95.134381), Route carried "under" structure: US 271, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,420 (year 2011), Truck Traffic: 19%, Features Intersected: US 271, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 16.097, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 102120049505178, Location: 3.3 MI E OF SH 155 (Lat: 32.441100, Lng: -95.134381), Route carried "under" structure: US 271, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,420 (year 2011), Truck Traffic: 19%, Features Intersected: US 271, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 16.097, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)