Bridge Statistics for Seabrook, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 686ft / 209mTotal length
- $285,000Total costs
- 273,134Total average daily traffic
- 14,976Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Seabrook
- No street view available for this location
- New bridges - historical statistics
- 21970-1979
- 51980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 10.0%Very good
- 30.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 70.0%Good
- 20.0%Satisfactory
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Structure Number: 121020038905081, Location: 0.80 MI N OF FM 518 (Lat: 29.551592, Lng: -95.023406), Route carried "on" structure: State highway 146, Year Built: 1986, Status: Open, Structure Length: 114.15m (374.51ft), Average Daily Traffic: 47,938 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 52,380 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CRK & SHIPYARD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.764, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Navigation Control: Yes ( Vertical Clearance: 23.2m (76.1ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 36, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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, Underwater Inspection Frequency: Every 12 months, Inspection Date: November 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020038905081, Location: 0.80 MI N OF FM 518 (Lat: 29.551592, Lng: -95.023406), Route carried "on" structure: State highway 146, Year Built: 1986, Status: Open, Structure Length: 114.15m (374.51ft), Average Daily Traffic: 47,938 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 52,380 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CRK & SHIPYARD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.764, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Navigation Control: Yes ( Vertical Clearance: 23.2m (76.1ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 36, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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, Underwater Inspection Frequency: Every 12 months, Inspection Date: November 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020038905082, Location: 0.60 MI S OF NASA RD 1 (Lat: 29.554733, Lng: -95.023897), Route carried "on" structure: ServiceState highway 146, Year Built: 1986, Status: Not yet open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 40,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 61,320 (year 2030), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $9,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020038905082, Location: 0.60 MI S OF NASA RD 1 (Lat: 29.554733, Lng: -95.023897), Route carried "on" structure: ServiceState highway 146, Year Built: 1986, Status: Not yet open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 40,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 61,320 (year 2030), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $9,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020038905083, Location: 0.60 MI S OF E NASA PKWY (Lat: 29.555069, Lng: -95.024514), Route carried "on" structure: Ramp State highway 146, Year Built: 1986, Status: Not yet open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 40,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 61,320 (year 2030), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $48,000, Total Project Cost: $239,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020038905083, Location: 0.60 MI S OF E NASA PKWY (Lat: 29.555069, Lng: -95.024514), Route carried "on" structure: Ramp State highway 146, Year Built: 1986, Status: Not yet open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 40,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 61,320 (year 2030), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $48,000, Total Project Cost: $239,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020038905104, Location: 0.65 MI S OF E NASA PKWY (Lat: 29.554017, Lng: -95.023531), Route carried "on" structure: Ramp State highway 146, Year Built: 1992, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 43,210 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 60,500 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CRK CHANNEL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020038905104, Location: 0.65 MI S OF E NASA PKWY (Lat: 29.554017, Lng: -95.023531), Route carried "on" structure: Ramp State highway 146, Year Built: 1992, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 43,210 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 60,500 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CRK CHANNEL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020038905352, Location: 1.77 MI N OF NASA RD 1 (Lat: 29.590653, Lng: -95.028983), Route carried "on" structure: State highway 146, Year Built: 2012, Status: Open, Structure Length: 30.57m (100.30ft), Average Daily Traffic: 33,787 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 41,700 (year 2033), Design Load: HL 93, Features Intersected: RED BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.713, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020038905352, Location: 1.77 MI N OF NASA RD 1 (Lat: 29.590653, Lng: -95.028983), Route carried "on" structure: State highway 146, Year Built: 2012, Status: Open, Structure Length: 30.57m (100.30ft), Average Daily Traffic: 33,787 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 41,700 (year 2033), Design Load: HL 93, Features Intersected: RED BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.713, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020098101025, Location: 0.5 MI W OF SH 146 (Lat: 29.560778, Lng: -95.032486), Route carried "on" structure: State highway 1, Year Built: 2000, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 16,299 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,300 (year 2030), Design Load: HS 20, Features Intersected: MUD BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.201, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 32.6m (107.0ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020098101025, Location: 0.5 MI W OF SH 146 (Lat: 29.560778, Lng: -95.032486), Route carried "on" structure: State highway 1, Year Built: 2000, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 16,299 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,300 (year 2030), Design Load: HS 20, Features Intersected: MUD BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.201, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 32.6m (107.0ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA5350001, Location: 0.80 MI W OF SH 146 (Lat: 29.591197, Lng: -95.041147), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 16,350 (year 2009), Average Future Daily Traffic: 20,000 (year 2028), Design Load: HS 20, Features Intersected: TAYLOR BAYOU, Facility Carried by Structure: RED BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA5350001, Location: 0.80 MI W OF SH 146 (Lat: 29.591197, Lng: -95.041147), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 16,350 (year 2009), Average Future Daily Traffic: 20,000 (year 2028), Design Load: HS 20, Features Intersected: TAYLOR BAYOU, Facility Carried by Structure: RED BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA6469001, Location: 1.7 MI NE OF SH 146 (Lat: 29.590517, Lng: -95.000486), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,360 (year 2009), Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: PINE GULLY, Facility Carried by Structure: TODVILLE 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA6469001, Location: 1.7 MI NE OF SH 146 (Lat: 29.590517, Lng: -95.000486), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,360 (year 2009), Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: PINE GULLY, Facility Carried by Structure: TODVILLE 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA6469002, Location: 0.8 MI S OF RED BLUFF RD (Lat: 29.572764, Lng: -95.010592), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,330 (year 2009), Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: HESTER GULLY, Facility Carried by Structure: TODVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA6469002, Location: 0.8 MI S OF RED BLUFF RD (Lat: 29.572764, Lng: -95.010592), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,330 (year 2009), Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: HESTER GULLY, Facility Carried by Structure: TODVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
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: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA6469003, Location: 0.35 MI SW OF 2ND ST (Lat: 29.553544, Lng: -95.021522), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,360 (year 2009), Average Future Daily Traffic: 1,500 (year 2028), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: TODVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, 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: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA6469003, Location: 0.35 MI SW OF 2ND ST (Lat: 29.553544, Lng: -95.021522), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,360 (year 2009), Average Future Daily Traffic: 1,500 (year 2028), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: TODVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, 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: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020P64691245, Location: 0.05 Mi SE of Acadiana Ln (Lat: 29.570358, Lng: -95.031394), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 495 (year 2038), Features Intersected: Mud Bayou, Facility Carried by Structure: Water Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 16.5m (54.1ft)
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: Equal to present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020P64691245, Location: 0.05 Mi SE of Acadiana Ln (Lat: 29.570358, Lng: -95.031394), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 495 (year 2038), Features Intersected: Mud Bayou, Facility Carried by Structure: Water Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 16.5m (54.1ft)
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: Equal to present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020038905081, Location: 0.80 MI N OF FM 518 (Lat: 29.551592, Lng: -95.023406), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 8%, Features Intersected: CLEAR CRK & SHIPYARD DR, Facility Carried by Structure: SH 146
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 121020038905081, Location: 0.80 MI N OF FM 518 (Lat: 29.551592, Lng: -95.023406), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 8%, Features Intersected: CLEAR CRK & SHIPYARD DR, Facility Carried by Structure: SH 146
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 121020038905352, Location: 1.77 MI N OF NASA RD 1 (Lat: 29.590653, Lng: -95.028983), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 29,170 (year 2016), Features Intersected: RED BLUFF RD, Facility Carried by Structure: SH 146
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 8.713, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 121020038905352, Location: 1.77 MI N OF NASA RD 1 (Lat: 29.590653, Lng: -95.028983), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 29,170 (year 2016), Features Intersected: RED BLUFF RD, Facility Carried by Structure: SH 146
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 8.713, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)