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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 157ft / 48.0mTotal length
  • 69,719Total average daily traffic
  • 16,736Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Slaton
  • No street view available for this location

New bridges in Slaton, TX - historical statistics
  • New bridges - historical statistics
  • 41960-1969
  • 41970-1979
  • 41990-1999
  • 22000-2009
  • 12010-2019
Average Bridge Daily Traffic in Slaton, TX
Average Bridge Truck Traffic in Slaton, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Very good
  • 37.5%Good
  • 50.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 75.0%Good
  • 25.0%Satisfactory
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Structure Number: 51520005301073,  Location: 1.60 MI SE OF FM 41 (Lat: 33.420033,  Lng: -101.642864),  Route carried "on" structure: US 84,  Year Built: 1966,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 11,658 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 6,870 (year 2033),  Design Load: H 20,  Features Intersected: FM 400
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.443,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51520005301074,  Location: 1.60 MI SE OF FM 41 (Lat: 33.420253,  Lng: -101.642872),  Route carried "on" structure: US 84,  Year Built: 1966,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 5,338 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 6,870 (year 2033),  Design Load: H 20,  Features Intersected: FM 400
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.404,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51520005301075,  Location: 1.60 MI NW OF FM 400 (Lat: 33.433839,  Lng: -101.664097),  Route carried "on" structure: US 84,  Year Built: 1970,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 6,801 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 9,522 (year 2040),  Design Load: HS 20,  Features Intersected: FM 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.885,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51520005301076,  Location: 1.60 MI NW OF FM 400 (Lat: 33.433903,  Lng: -101.663894),  Route carried "on" structure: US 84,  Year Built: 1970,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 6,801 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 9,522 (year 2040),  Design Load: HS 20,  Features Intersected: FM 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.921,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51520005301089,  Location: 1.00 MI N OF FM 41 (Lat: 33.448325,  Lng: -101.665958),  Route carried "on" structure: US 84,  Year Built: 1990,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 5,600 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 7,840 (year 2033),  Design Load: HS 20,  Features Intersected: WOODROW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.262,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5152000530109,  Location: 1.00 MI N OF FM 41 (Lat: 33.448322,  Lng: -101.666172),  Route carried "on" structure: US 84,  Year Built: 1990,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 5,600 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 7,840 (year 2033),  Design Load: HS 20,  Features Intersected: WOODROW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.262,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 24.4m (80.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 51520005301188,  Location: 1.70 MI N OF FM 41 (Lat: 33.458022,  Lng: -101.667381),  Route carried "on" structure: Business State highway 84,  Year Built: 2009,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 1,800 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,520 (year 2035),  Design Load: HL 93,  Features Intersected: US 84 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.951,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 51520005301191,  Location: 14.0 MI SE OF LOOP 289 (Lat: 33.415050,  Lng: -101.634439),  Route carried "on" structure: US 84,  Year Built: 2017,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 11,781 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 20,410 (year 2035),  Design Load: HL 93,  Features Intersected: SPLR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.405,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51520005301073,  Location: 1.60 MI SE OF FM 41 (Lat: 33.420000,  Lng: -101.642800),  Route carried "under" structure: State highway 400,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2013),  Truck Traffic: 11%,  Features Intersected: FM 400,  Facility Carried by Structure: US 84 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.418,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 51520005301074,  Location: 1.60 MI SE OF FM 41 (Lat: 33.420200,  Lng: -101.642900),  Route carried "under" structure: State highway 400,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2013),  Truck Traffic: 11%,  Features Intersected: FM 400,  Facility Carried by Structure: US 84 WB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 51520005301075,  Location: 1.60 MI NW OF FM 400 (Lat: 33.433800,  Lng: -101.664100),  Route carried "under" structure: State highway 41,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,120 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 41,  Facility Carried by Structure: US 84 EB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 18.293,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 51520005301076,  Location: 1.60 MI NW OF FM 400 (Lat: 33.433900,  Lng: -101.663900),  Route carried "under" structure: State highway 41,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,120 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 41,  Facility Carried by Structure: US 84 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 18.310,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 51520005301089,  Location: 1.00 MI N OF FM 41 (Lat: 33.448300,  Lng: -101.665950),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 15%,  Features Intersected: WOODROW ROAD,  Facility Carried by Structure: US 84 WB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.450,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 5152000530109,  Location: 1.00 MI N OF FM 41 (Lat: 33.448300,  Lng: -101.666200),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 15%,  Features Intersected: WOODROW ROAD,  Facility Carried by Structure: US 84 EB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.477,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 51520005301188,  Location: 1.70 MI N OF FM 41 (Lat: 33.458022,  Lng: -101.667381),  Route carried "under" structure: US 84,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 2015),  Truck Traffic: 30%,  Features Intersected: US 84 WB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 54.203,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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