Bridge Statistics for Needville, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 92ft / 27.7mTotal length
- $22,000Total costs
- 28,486Total average daily traffic
- 2,808Total average daily truck traffic
- 32,586Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Needville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 41980-1989
- 31990-1999
- 32000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 21960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 80.0%Good
- 10.0%Satisfactory
- Bridge Condition - Superstructure
- 30.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 60.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 10.5%Very good
- 63.2%Good
- 15.8%Satisfactory
- 10.5%Fair
- Bridge Condition - Culverts
- 77.8%Good
- 11.1%Satisfactory
- 11.1%Fair
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Structure Number: 120800018802005, Location: 2.95 MI S OF FM 361 (Lat: 29.419450, Lng: -95.834839), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,767 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,910 (year 2033), Design Load: H 15, Features Intersected: Kueck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.476, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 120800018802005, Location: 2.95 MI S OF FM 361 (Lat: 29.419450, Lng: -95.834839), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,767 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,910 (year 2033), Design Load: H 15, Features Intersected: Kueck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.476, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 120800018802006, Location: 3.45 MI S OF FM 361 (Lat: 29.411467, Lng: -95.835106), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,767 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,910 (year 2033), Design Load: H 15, Features Intersected: Goose Pond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800018802006, Location: 3.45 MI S OF FM 361 (Lat: 29.411467, Lng: -95.835106), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,767 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,910 (year 2033), Design Load: H 15, Features Intersected: Goose Pond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800052706002, Location: 5.40 MI SE of US 59 (Lat: 29.429342, Lng: -95.874100), Route carried "on" structure: State highway 360, Year Built: 1935, Year Reconstructed: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,708 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,301 (year 2038), Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800052706002, Location: 5.40 MI SE of US 59 (Lat: 29.429342, Lng: -95.874100), Route carried "on" structure: State highway 360, Year Built: 1935, Year Reconstructed: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,708 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,301 (year 2038), Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800052709024, Location: 0.8 MI NW OF FM 442 (Lat: 29.349522, Lng: -95.861903), Route carried "on" structure: State highway 1236, Year Built: 2001, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,541 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,510 (year 2033), Design Load: HS 20, Features Intersected: Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.928, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800052709024, Location: 0.8 MI NW OF FM 442 (Lat: 29.349522, Lng: -95.861903), Route carried "on" structure: State highway 1236, Year Built: 2001, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,541 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,510 (year 2033), Design Load: HS 20, Features Intersected: Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.928, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800083802006, Location: 0.10 MI SW OF FM 1236 (Lat: 29.340583, Lng: -95.854228), Route carried "on" structure: State highway 442, Year Built: 1951, Year Reconstructed: 2005, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,876 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,390 (year 2033), Features Intersected: Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800083802006, Location: 0.10 MI SW OF FM 1236 (Lat: 29.340583, Lng: -95.854228), Route carried "on" structure: State highway 442, Year Built: 1951, Year Reconstructed: 2005, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,876 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,390 (year 2033), Features Intersected: Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0755005, Location: 1.00 MI SE OF SH 36 (Lat: 29.423750, Lng: -95.819114), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 80 (year 2009), Average Future Daily Traffic: 120 (year 2029), Design Load: HL 93, Features Intersected: FAIRCHILDS CREEK, Facility Carried by Structure: JESKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very 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: Better than present minimum criteria, Waterway Adequacy: Equal 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 120800AA0755005, Location: 1.00 MI SE OF SH 36 (Lat: 29.423750, Lng: -95.819114), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 80 (year 2009), Average Future Daily Traffic: 120 (year 2029), Design Load: HL 93, Features Intersected: FAIRCHILDS CREEK, Facility Carried by Structure: JESKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very 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: Better than present minimum criteria, Waterway Adequacy: Equal 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 120800AA0767001, Location: 0.50 MI SE OF SH 36 (Lat: 29.411603, Lng: -95.828667), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 230 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: FAIRCHILDS CREEK, Facility Carried by Structure: PADON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 120800AA0767001, Location: 0.50 MI SE OF SH 36 (Lat: 29.411603, Lng: -95.828667), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 230 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: FAIRCHILDS CREEK, Facility Carried by Structure: PADON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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
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Structure Number: 120800AA0767002, Location: 3.05 MI SE OF SH 36 (Lat: 29.386206, Lng: -95.798128), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 240 (year 2010), Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: PADON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 120800AA0767002, Location: 3.05 MI SE OF SH 36 (Lat: 29.386206, Lng: -95.798128), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 240 (year 2010), Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: PADON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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
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Structure Number: 120800AA0767003, Location: 4.75 MI SE OF SH 36 (Lat: 29.369189, Lng: -95.777531), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 210 (year 2010), Average Future Daily Traffic: 250 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: PADON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 120800AA0767003, Location: 4.75 MI SE OF SH 36 (Lat: 29.369189, Lng: -95.777531), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 210 (year 2010), Average Future Daily Traffic: 250 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: PADON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 120800AA0790001, Location: 0.65 MI NE OF FM 1236 (Lat: 29.356933, Lng: -95.854647), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 130 (year 2015), Average Future Daily Traffic: 176 (year 2035), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HURTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA0790001, Location: 0.65 MI NE OF FM 1236 (Lat: 29.356933, Lng: -95.854647), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 130 (year 2015), Average Future Daily Traffic: 176 (year 2035), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HURTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800AA0790002, Location: 1.90 MI NE OF FM 1236 (Lat: 29.375553, Lng: -95.848114), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 210 (year 2009), Average Future Daily Traffic: 250 (year 2029), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HUBENAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0790002, Location: 1.90 MI NE OF FM 1236 (Lat: 29.375553, Lng: -95.848114), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 210 (year 2009), Average Future Daily Traffic: 250 (year 2029), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HUBENAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0950102, Location: 0.70 MI N OF FM 360 (Lat: 29.410156, Lng: -95.837097), Route carried "on" structure: County highway , Year Built: 2019, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 390 (year 2010), Average Future Daily Traffic: 500 (year 2035), Features Intersected: FAIRCHILDS CREEK, Facility Carried by Structure: RICHMOND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0950102, Location: 0.70 MI N OF FM 360 (Lat: 29.410156, Lng: -95.837097), Route carried "on" structure: County highway , Year Built: 2019, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 390 (year 2010), Average Future Daily Traffic: 500 (year 2035), Features Intersected: FAIRCHILDS CREEK, Facility Carried by Structure: RICHMOND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0958001, Location: 0.60 MI SE OF MUECK RD (Lat: 29.395531, Lng: -95.893700), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 117 (year 2009), Average Future Daily Traffic: 164 (year 2029), Design Load: HL 93, Features Intersected: SNAKE CREEK TRIB, Facility Carried by Structure: GUTTENBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0958001, Location: 0.60 MI SE OF MUECK RD (Lat: 29.395531, Lng: -95.893700), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 117 (year 2009), Average Future Daily Traffic: 164 (year 2029), Design Load: HL 93, Features Intersected: SNAKE CREEK TRIB, Facility Carried by Structure: GUTTENBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0973001, Location: 0.01 MI NW NEEDVILLE RD (Lat: 29.362206, Lng: -95.876981), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 220 (year 2009), Average Future Daily Traffic: 300 (year 2029), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BUSHNELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0973001, Location: 0.01 MI NW NEEDVILLE RD (Lat: 29.362206, Lng: -95.876981), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 220 (year 2009), Average Future Daily Traffic: 300 (year 2029), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BUSHNELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0977001, Location: 0.30 MI SW OF BUSHNELL RD (Lat: 29.365747, Lng: -95.889289), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 170 (year 2010), Average Future Daily Traffic: 250 (year 2030), Features Intersected: CEDAR CREEK, Facility Carried by Structure: ROUTT POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 120800AA0977001, Location: 0.30 MI SW OF BUSHNELL RD (Lat: 29.365747, Lng: -95.889289), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 170 (year 2010), Average Future Daily Traffic: 250 (year 2030), Features Intersected: CEDAR CREEK, Facility Carried by Structure: ROUTT POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 120800F00045001, Location: 0.10 MI SE OF BEASLEY ST (Lat: 29.402758, Lng: -95.843703), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 380 (year 2009), Average Future Daily Traffic: 425 (year 2029), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 120800F00045001, Location: 0.10 MI SE OF BEASLEY ST (Lat: 29.402758, Lng: -95.843703), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 380 (year 2009), Average Future Daily Traffic: 425 (year 2029), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 120800F00045002, Location: 0.20 MI N OF COLONY RD (Lat: 29.388217, Lng: -95.831522), Route carried "on" structure: City street , Year Built: 1988, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 380 (year 2009), Average Future Daily Traffic: 450 (year 2029), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $15,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800F00045002, Location: 0.20 MI N OF COLONY RD (Lat: 29.388217, Lng: -95.831522), Route carried "on" structure: City street , Year Built: 1988, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 380 (year 2009), Average Future Daily Traffic: 450 (year 2029), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $15,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800F00307001, Location: 0.1 MI NW OF NEEDVILLE RD (Lat: 29.399728, Lng: -95.847192), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 60 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800F00307001, Location: 0.1 MI NW OF NEEDVILLE RD (Lat: 29.399728, Lng: -95.847192), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 60 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800F00325001, Location: 0.40 MI NW OF FM 1236 (Lat: 29.397392, Lng: -95.849675), Route carried "on" structure: City street , Year Built: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 20 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: W FIRST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 120800F00325001, Location: 0.40 MI NW OF FM 1236 (Lat: 29.397392, Lng: -95.849675), Route carried "on" structure: City street , Year Built: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 20 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: W FIRST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber