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Bridge Statistics for Huxley, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 161ft / 48.6mTotal length
  • $101,000Total costs
  • 3,724Total average daily traffic
  • 333Total average daily truck traffic
  • 6,180Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Huxley
  • No street view available for this location

New bridges in Huxley, TX - historical statistics
  • New bridges - historical statistics
  • 31950-1959
  • 21960-1969
  • 11970-1979
  • 21990-1999
  • 22010-2019
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 90.0%Good
  • 10.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Very good
  • 40.0%Good
  • 30.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.0%Very good
  • 20.0%Good
  • 50.0%Fair
  • 10.0%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.0%Very good
  • 20.0%Good
  • 50.0%Satisfactory
  • 10.0%Fair
  • 10.0%Serious
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Structure Number: 112100074201011,  Location: 0.20 MI SE OF FM 417 (Lat: 31.825167,  Lng: -93.919758),  Route carried "on" structure: State highway 139,  Year Built: 1955,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 551 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,160 (year 2033),  Design Load: H 15,  Features Intersected: PAUL'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.070,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $98,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 112100074201012,  Location: 0.10 MI N OF FM 2694 (Lat: 31.772850,  Lng: -93.906325),  Route carried "on" structure: State highway 139,  Year Built: 1955,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 339 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2033),  Design Load: H 15,  Features Intersected: GRANNIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 112100074201013,  Location: 0.10 MI S OF FM 2694 (Lat: 31.769458,  Lng: -93.906539),  Route carried "on" structure: State highway 139,  Year Built: 1955,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 813 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,180 (year 2033),  Design Load: H 15,  Features Intersected: BROWLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.597,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 112100074201014,  Location: 1.85 MI NW OF FM 417 (Lat: 31.844658,  Lng: -93.940900),  Route carried "on" structure: State highway 139,  Year Built: 1967,  Status: Open,  Structure Length: 24.96m (81.89ft),  Average Daily Traffic: 743 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,210 (year 2033),  Design Load: H 20,  Features Intersected: TENAHA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Serious,  Channel: Serious,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11210007420102,  Location: 0.95 MI N OF FM 3184 (Lat: 31.718347,  Lng: -93.909997),  Route carried "on" structure: State highway 139,  Year Built: 2013,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 198 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 520 (year 2033),  Design Load: HL 93,  Features Intersected: BAYOU SIEPE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.611,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 112100074201021,  Location: 1.15 MI N OF FM 3184 (Lat: 31.721225,  Lng: -93.909083),  Route carried "on" structure: State highway 139,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 198 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 520 (year 2033),  Design Load: HL 93,  Features Intersected: BAYOU SIEPE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.249,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 112100081003005,  Location: 3.95 MI SE OF FM 139 (Lat: 31.777133,  Lng: -93.878453),  Route carried "on" structure: State highway 3172,  Year Built: 1969,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 441 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 520 (year 2033),  Design Load: H 20,  Features Intersected: GRANNIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 112100353501001,  Location: 2.40 MI E OF FM 139 (Lat: 31.705119,  Lng: -93.871819),  Route carried "on" structure: State highway 3184,  Year Built: 1970,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 291 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 270 (year 2033),  Design Load: HS 20,  Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.438,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 112100AA0297001,  Location: 0.9 MI S OF FM 139 (Lat: 31.693400,  Lng: -93.925311),  Route carried "on" structure: County highway 2536,  Year Built: 1993,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 95 (year 2013),  Average Future Daily Traffic: 125 (year 2033),  Features Intersected: NORTH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 112100AA0412001,  Location: 2.3 MI S OF FM 139 (Lat: 31.682286,  Lng: -93.905797),  Route carried "on" structure: County highway 2922,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 55 (year 2013),  Average Future Daily Traffic: 75 (year 2033),  Features Intersected: SOUTH BLUE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.5m (11.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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