Bridge Statistics for Brownsboro, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 138ft / 42.0mTotal length
- $71,000Total costs
- 73,283Total average daily traffic
- 11,376Total average daily truck traffic
- 91,451Total future (year 1900) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Brownsboro
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 11950-1959
- 31960-1969
- 31990-1999
- 42000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 11960-1969
- 41970-1979
- Bridge Condition - Deck
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 44.4%Good
- 55.6%Satisfactory
- Bridge Condition - Substructure
- 11.1%Good
- 77.8%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 55.6%Satisfactory
- 11.1%Fair
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Structure Number: 101080016402006, Location: 1.8 MI E OF FM 1803 (Lat: 32.292994, Lng: -95.671386), Route carried "on" structure: State highway 31, Year Built: 1930, Year Reconstructed: 1976, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 10,174 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 13,670 (year 2033), Design Load: H 15, Features Intersected: REED BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.909, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 57.5m (188.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
Structure Number: 101080016402006, Location: 1.8 MI E OF FM 1803 (Lat: 32.292994, Lng: -95.671386), Route carried "on" structure: State highway 31, Year Built: 1930, Year Reconstructed: 1976, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 10,174 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 13,670 (year 2033), Design Load: H 15, Features Intersected: REED BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.909, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 57.5m (188.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
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Structure Number: 101080016402009, Location: 0.04 MI W OF FM 314 (Lat: 32.302483, Lng: -95.610608), Route carried "on" structure: State highway 31, Year Built: 1930, Year Reconstructed: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 13,836 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 9,830 (year 2033), Design Load: H 15, Features Intersected: KICKAPOO CRK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.741, Lanes on structure: 5, Owner: State 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: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016402009, Location: 0.04 MI W OF FM 314 (Lat: 32.302483, Lng: -95.610608), Route carried "on" structure: State highway 31, Year Built: 1930, Year Reconstructed: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 13,836 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 9,830 (year 2033), Design Load: H 15, Features Intersected: KICKAPOO CRK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.741, Lanes on structure: 5, Owner: State 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: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080016402045, Location: 0.9 MI E OF FM 1803 N (Lat: 32.290242, Lng: -95.687106), Route carried "on" structure: State highway 31, Year Built: 1930, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,174 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 13,670 (year 2033), Design Load: H 15, Features Intersected: BAILEY BR KICKAPOO CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.393, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 55.7m (182.7ft)
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 24 months, Inspection Date: Febuary 2021
Structure Number: 101080016402045, Location: 0.9 MI E OF FM 1803 N (Lat: 32.290242, Lng: -95.687106), Route carried "on" structure: State highway 31, Year Built: 1930, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,174 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 13,670 (year 2033), Design Load: H 15, Features Intersected: BAILEY BR KICKAPOO CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.393, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 55.7m (182.7ft)
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 24 months, Inspection Date: Febuary 2021
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Structure Number: 101080016403033, Location: 0.1 MI E OF FM 3204 (Lat: 32.304750, Lng: -95.603017), Route carried "on" structure: State highway 31, Year Built: 1965, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10,828 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 15,240 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.870, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016403033, Location: 0.1 MI E OF FM 3204 (Lat: 32.304750, Lng: -95.603017), Route carried "on" structure: State highway 31, Year Built: 1965, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10,828 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 15,240 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.870, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080016403034, Location: 0.2 MI E OF FM 3204 (Lat: 32.305917, Lng: -95.600092), Route carried "on" structure: State highway 31, Year Built: 1965, Year Reconstructed: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,828 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 15,240 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.170, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016403034, Location: 0.2 MI E OF FM 3204 (Lat: 32.305917, Lng: -95.600092), Route carried "on" structure: State highway 31, Year Built: 1965, Year Reconstructed: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,828 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 15,240 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.170, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080016403035, Location: 1.9 MI E OF FM 3204 (Lat: 32.307100, Lng: -95.573936), Route carried "on" structure: State highway 31, Year Built: 1965, Year Reconstructed: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10,828 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,930 (year 2033), Design Load: HS 20, Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.762, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 34.1m (111.9ft)
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, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016403035, Location: 1.9 MI E OF FM 3204 (Lat: 32.307100, Lng: -95.573936), Route carried "on" structure: State highway 31, Year Built: 1965, Year Reconstructed: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10,828 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,930 (year 2033), Design Load: HS 20, Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.762, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 34.1m (111.9ft)
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, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10108001640701, Location: 0.08 MI E OF SH 31 (Lat: 32.304267, Lng: -95.603314), Route carried "on" structure: State highway 3204, Year Built: 1932, Year Reconstructed: 1959, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 824 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,380 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.130, 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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
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, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10108001640701, Location: 0.08 MI E OF SH 31 (Lat: 32.304267, Lng: -95.603314), Route carried "on" structure: State highway 3204, Year Built: 1932, Year Reconstructed: 1959, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 824 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,380 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.130, 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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
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, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080016407011, Location: 0.27 MI E OF SH 31 (Lat: 32.305067, Lng: -95.600003), Route carried "on" structure: State highway 3204, Year Built: 1932, Year Reconstructed: 1959, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 824 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,380 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016407011, Location: 0.27 MI E OF SH 31 (Lat: 32.305067, Lng: -95.600003), Route carried "on" structure: State highway 3204, Year Built: 1932, Year Reconstructed: 1959, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 824 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,380 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080016407047, Location: 1.9 MI E OF SH 31 (Lat: 32.304872, Lng: -95.573636), Route carried "on" structure: State highway 3204, Year Built: 2015, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 824 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,080 (year 2031), Design Load: HL 93, Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.037, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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: 7.6m (24.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016407047, Location: 1.9 MI E OF SH 31 (Lat: 32.304872, Lng: -95.573636), Route carried "on" structure: State highway 3204, Year Built: 2015, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 824 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,080 (year 2031), Design Load: HL 93, Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.037, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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: 7.6m (24.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080074502012, Location: 0.5 MI N OF SH 31 (Lat: 32.308614, Lng: -95.605872), Route carried "on" structure: State highway 314, Year Built: 1958, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 1,937 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,410 (year 2033), Features Intersected: KICKAPOO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080074502012, Location: 0.5 MI N OF SH 31 (Lat: 32.308614, Lng: -95.605872), Route carried "on" structure: State highway 314, Year Built: 1958, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 1,937 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,410 (year 2033), Features Intersected: KICKAPOO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080AA3406101, Location: 0.8 MI S OF FM 3204 (Lat: 32.288750, Lng: -95.559811), Route carried "on" structure: County highway 3406, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 190 (year 2010), Average Future Daily Traffic: 190 (year 2030), Features Intersected: HORN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080AA3406101, Location: 0.8 MI S OF FM 3204 (Lat: 32.288750, Lng: -95.559811), Route carried "on" structure: County highway 3406, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 190 (year 2010), Average Future Daily Traffic: 190 (year 2030), Features Intersected: HORN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080AA3514101, Location: 0.9 MI N OF SH 31 (Lat: 32.311350, Lng: -95.633369), Route carried "on" structure: County highway 3514, Year Built: 2001, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 277 (year 2018), Average Future Daily Traffic: 40 (year 2030), Features Intersected: KICKAPOO CR RL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080AA3514101, Location: 0.9 MI N OF SH 31 (Lat: 32.311350, Lng: -95.633369), Route carried "on" structure: County highway 3514, Year Built: 2001, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 277 (year 2018), Average Future Daily Traffic: 40 (year 2030), Features Intersected: KICKAPOO CR RL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080AA3514102, Location: 1.0 MI N OF SH 31 (Lat: 32.313233, Lng: -95.634342), Route carried "on" structure: County highway 3514, Year Built: 2003, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 277 (year 2018), Average Future Daily Traffic: 45 (year 2038), Features Intersected: KICKAPOO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080AA3514102, Location: 1.0 MI N OF SH 31 (Lat: 32.313233, Lng: -95.634342), Route carried "on" structure: County highway 3514, Year Built: 2003, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 277 (year 2018), Average Future Daily Traffic: 45 (year 2038), Features Intersected: KICKAPOO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080AA3514203, Location: 0.8 MI N OF SH 31 (Lat: 32.310056, Lng: -95.633267), Route carried "on" structure: County highway 3514, Year Built: 2020, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 277 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1 (year 1900), Features Intersected: KICKAPOO CRK RL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080AA3514203, Location: 0.8 MI N OF SH 31 (Lat: 32.310056, Lng: -95.633267), Route carried "on" structure: County highway 3514, Year Built: 2020, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 277 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1 (year 1900), Features Intersected: KICKAPOO CRK RL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080AA3520101, Location: 1.8 MI N OF SH 31 (Lat: 32.316961, Lng: -95.671189), Route carried "on" structure: County highway 3520, Year Built: 2007, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 140 (year 2018), Average Future Daily Traffic: 250 (year 2038), Features Intersected: KICKAPOO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080AA3520101, Location: 1.8 MI N OF SH 31 (Lat: 32.316961, Lng: -95.671189), Route carried "on" structure: County highway 3520, Year Built: 2007, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 140 (year 2018), Average Future Daily Traffic: 250 (year 2038), Features Intersected: KICKAPOO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080AA3606101, Location: 0.7 MI W OF FM 314 (Lat: 32.258236, Lng: -95.610675), Route carried "on" structure: County highway 3606, Year Built: 1998, Status: Posted for load, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 165 (year 2018), Average Future Daily Traffic: 170 (year 2038), Features Intersected: PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 101080AA3606101, Location: 0.7 MI W OF FM 314 (Lat: 32.258236, Lng: -95.610675), Route carried "on" structure: County highway 3606, Year Built: 1998, Status: Posted for load, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 165 (year 2018), Average Future Daily Traffic: 170 (year 2038), Features Intersected: PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 101080AA3606102, Location: 0.70 MI W OF FM314 (Lat: 32.258214, Lng: -95.610214), Route carried "on" structure: County highway 3606, Year Built: 1998, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2010), Average Future Daily Traffic: 155 (year 2030), Features Intersected: PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 101080AA3606102, Location: 0.70 MI W OF FM314 (Lat: 32.258214, Lng: -95.610214), Route carried "on" structure: County highway 3606, Year Built: 1998, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2010), Average Future Daily Traffic: 155 (year 2030), Features Intersected: PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 101080G00050001, Location: 0.3 MI E OF SH31 (Lat: 32.299858, Lng: -95.626047), Route carried "on" structure: City street 75, Year Built: 2002, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 730 (year 2018), Average Future Daily Traffic: 770 (year 2038), Features Intersected: KICKAPOO CR TR, Facility Carried by Structure: SAYLORS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080G00050001, Location: 0.3 MI E OF SH31 (Lat: 32.299858, Lng: -95.626047), Route carried "on" structure: City street 75, Year Built: 2002, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 730 (year 2018), Average Future Daily Traffic: 770 (year 2038), Features Intersected: KICKAPOO CR TR, Facility Carried by Structure: SAYLORS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place