Bridge Statistics for Aldine, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 443ft / 135mTotal length
- $81,000Total costs
- 344,730Total average daily traffic
- 13,603Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Aldine
- No street view available for this location
- New bridges - historical statistics
- 41970-1979
- 231980-1989
- 11990-1999
- Bridge Condition - Deck
- 9.1%Very good
- 72.7%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 18.2%Very good
- 72.7%Good
- 4.5%Satisfactory
- 4.5%Fair
- Bridge Condition - Substructure
- 81.8%Good
- 18.2%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 42.9%Satisfactory
- 7.1%Fair
Find on map >> Show street view
Structure Number: 121020100501033, Location: 0.1 MI W OF HARDY TOLL RD (Lat: 29.932261, Lng: -95.381703), Route carried "on" structure: Ramp State highway 525, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 23,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 32,200 (year 2030), Design Load: HS 20, Features Intersected: FM 525 ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020100501033, Location: 0.1 MI W OF HARDY TOLL RD (Lat: 29.932261, Lng: -95.381703), Route carried "on" structure: Ramp State highway 525, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 23,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 32,200 (year 2030), Design Load: HS 20, Features Intersected: FM 525 ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA4960001, Location: 0.2 MI E OF AIRLINE DR (Lat: 29.895561, Lng: -95.394353), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,478 (year 2016), Average Future Daily Traffic: 4,200 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: November 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA4960001, Location: 0.2 MI E OF AIRLINE DR (Lat: 29.895561, Lng: -95.394353), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,478 (year 2016), Average Future Daily Traffic: 4,200 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: November 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020AA4960002, Location: 0.40 MI W OF W HARDY ST (Lat: 29.895569, Lng: -95.378483), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,478 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA4960002, Location: 0.40 MI W OF W HARDY ST (Lat: 29.895569, Lng: -95.378483), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,478 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA4968001, Location: 1.1 MI S OF FM 525 (Lat: 29.915644, Lng: -95.391039), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,160 (year 2015), Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: LILLJA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA4968001, Location: 1.1 MI S OF FM 525 (Lat: 29.915644, Lng: -95.391039), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,160 (year 2015), Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: LILLJA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020AA5009002, Location: 1.1 MI S OF FM 525 (Lat: 29.916053, Lng: -95.382461), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4,106 (year 2016), Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HENRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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 or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5009002, Location: 1.1 MI S OF FM 525 (Lat: 29.916053, Lng: -95.382461), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4,106 (year 2016), Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HENRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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 or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5014002, Location: 1.1 MI S OF FM 525 (Lat: 29.915822, Lng: -95.386681), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,730 (year 2015), Average Future Daily Traffic: 2,500 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: SELLERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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 or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5014002, Location: 1.1 MI S OF FM 525 (Lat: 29.915822, Lng: -95.386681), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,730 (year 2015), Average Future Daily Traffic: 2,500 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: SELLERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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 or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5089001, Location: 1.2 MI S OF FM 525 (Lat: 29.916128, Lng: -95.371922), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,319 (year 2016), Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: LUTHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA5089001, Location: 1.2 MI S OF FM 525 (Lat: 29.916128, Lng: -95.371922), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,319 (year 2016), Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: LUTHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020AA5098001, Location: 1.0 MI N OF ALDINE MAIL (Lat: 29.916597, Lng: -95.367781), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,000 (year 2010), Average Future Daily Traffic: 1,500 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: REEVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5098001, Location: 1.0 MI N OF ALDINE MAIL (Lat: 29.916597, Lng: -95.367781), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,000 (year 2010), Average Future Daily Traffic: 1,500 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: REEVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5114001, Location: 1.0 MI S OF FM 525 (Lat: 29.917436, Lng: -95.363678), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,425 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: CHRISMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5114001, Location: 1.0 MI S OF FM 525 (Lat: 29.917436, Lng: -95.363678), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,425 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: CHRISMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5208001, Location: 2.15 MI S OF ALDINE BEND (Lat: 29.902286, Lng: -95.371758), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 11,470 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HS 20, Features Intersected: HARDY TOLL RD & UP RR, Facility Carried by Structure: ALDINE MAIL RT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 5, Lanes under structure: 10, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.76m (54.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5208001, Location: 2.15 MI S OF ALDINE BEND (Lat: 29.902286, Lng: -95.371758), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 11,470 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HS 20, Features Intersected: HARDY TOLL RD & UP RR, Facility Carried by Structure: ALDINE MAIL RT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 5, Lanes under structure: 10, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.76m (54.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775033, Location: 0.01 MI N OF FM 525 (Lat: 29.933050, Lng: -95.378925), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 11,000 (year 2029), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: FM525 to E HardyNB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775033, Location: 0.01 MI N OF FM 525 (Lat: 29.933050, Lng: -95.378925), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 11,000 (year 2029), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: FM525 to E HardyNB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775035, Location: 0.03 MI S OF FM 525 (Lat: 29.930933, Lng: -95.380175), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 11,817 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: FM525 to W HardySB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775035, Location: 0.03 MI S OF FM 525 (Lat: 29.930933, Lng: -95.380175), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 11,817 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: FM525 to W HardySB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775036, Location: 0.01 MI S OF FM 525 (Lat: 29.931497, Lng: -95.378617), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 11,000 (year 2029), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: E HardyNB to FM525
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775036, Location: 0.01 MI S OF FM 525 (Lat: 29.931497, Lng: -95.378617), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 11,000 (year 2029), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: E HardyNB to FM525
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775037, Location: 1.1 MI S OF FM 525 (Lat: 29.916494, Lng: -95.375656), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 10,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: E HARDY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.726, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775037, Location: 1.1 MI S OF FM 525 (Lat: 29.916494, Lng: -95.375656), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 10,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: E HARDY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.726, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775038, Location: 1.0 MI N OF ALDINE MAIL (Lat: 29.916592, Lng: -95.376578), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 11,817 (year 2016), Average Future Daily Traffic: 11,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: W HARDY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.726, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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 or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775038, Location: 1.0 MI N OF ALDINE MAIL (Lat: 29.916592, Lng: -95.376578), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 11,817 (year 2016), Average Future Daily Traffic: 11,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: W HARDY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.726, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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 or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA577504, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902875, Lng: -95.373317), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 11,817 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA577504, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902875, Lng: -95.373317), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 11,817 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775041, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902817, Lng: -95.372558), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775041, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902817, Lng: -95.372558), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775042, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900642, Lng: -95.372686), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 11,817 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775042, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900642, Lng: -95.372686), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 11,817 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5775043, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900794, Lng: -95.371989), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5775043, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900794, Lng: -95.371989), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2013, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 11,065 (year 2016), Average Future Daily Traffic: 8,340 (year 2030), Design Load: HS 20, Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA6011002, Location: 0.3 MI N OF W GULF BANK (Lat: 29.892567, Lng: -95.396750), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 19,971 (year 2016), Average Future Daily Traffic: 22,000 (year 2035), Features Intersected: HALLS BAYOU, Facility Carried by Structure: AIRLINE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA6011002, Location: 0.3 MI N OF W GULF BANK (Lat: 29.892567, Lng: -95.396750), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 19,971 (year 2016), Average Future Daily Traffic: 22,000 (year 2035), Features Intersected: HALLS BAYOU, Facility Carried by Structure: AIRLINE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020TOL040219, Location: 1.1 MI S OF FM 525 (Lat: 29.916592, Lng: -95.376067), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 46.02m (150.98ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: UP RR & HCFCD DITCH, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.205, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040219, Location: 1.1 MI S OF FM 525 (Lat: 29.916592, Lng: -95.376067), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 46.02m (150.98ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: UP RR & HCFCD DITCH, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.205, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020TOL04022, Location: 1.1 MI S OF FM 525 (Lat: 29.916581, Lng: -95.375861), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 30,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.463, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL04022, Location: 1.1 MI S OF FM 525 (Lat: 29.916581, Lng: -95.375861), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 30,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.463, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020TOL040222, Location: 0.2 MI N OF GULF BANK RD (Lat: 29.892578, Lng: -95.369969), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: HALLS BAYOU, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.150, Lanes on structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.0m (68.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040222, Location: 0.2 MI N OF GULF BANK RD (Lat: 29.892578, Lng: -95.369969), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: HALLS BAYOU, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.150, Lanes on structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.0m (68.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA5208001, Location: 2.15 MI S OF ALDINE BEND (Lat: 29.902286, Lng: -95.371758), Route carried "under" structure: Other road , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 10%, Features Intersected: HARDY TOLL RD & UP RR, Facility Carried by Structure: ALDINE MAIL RT
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 106.040, Lanes on structure: 5, Lanes under structure: 10, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 121020AA5208001, Location: 2.15 MI S OF ALDINE BEND (Lat: 29.902286, Lng: -95.371758), Route carried "under" structure: Other road , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 10%, Features Intersected: HARDY TOLL RD & UP RR, Facility Carried by Structure: ALDINE MAIL RT
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 106.040, Lanes on structure: 5, Lanes under structure: 10, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 121020AA577504, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902875, Lng: -95.373317), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 7.22m (23.69ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 121020AA577504, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902875, Lng: -95.373317), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 7.22m (23.69ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 121020AA5775041, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902817, Lng: -95.372558), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 7.60m (24.93ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 121020AA5775041, Location: 0.02 MI N OF ALDINE MAIL (Lat: 29.902817, Lng: -95.372558), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: N APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 7.60m (24.93ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 121020AA5775042, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900642, Lng: -95.372686), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 121020AA5775042, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900642, Lng: -95.372686), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: W HARDY RD SB
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 121020AA5775043, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900794, Lng: -95.371989), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 121020AA5775043, Location: 0.02 MI S OF ALDINE MAIL (Lat: 29.900794, Lng: -95.371989), Route carried "under" structure: ServiceCounty highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: S APPR TO ALDINE MAIL RT, Facility Carried by Structure: E HARDY RD NB
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)