Bridge Statistics for White Settlement, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 112ft / 34.1mTotal length
- $83,000Total costs
- 129,133Total average daily traffic
- 4,569Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for White Settlement
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 61950-1959
- 31960-1969
- 61970-1979
- 11980-1989
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 33.3%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 33.3%Very good
- 16.7%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 60.0%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 22200009405033, Location: 0.1 MI W OF SH 183 (Lat: 32.740742, Lng: -97.441453), Route carried "on" structure: State highway 183, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 24,339 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,560 (year 2033), Features Intersected: SPUR 341 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.630, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200009405033, Location: 0.1 MI W OF SH 183 (Lat: 32.740742, Lng: -97.441453), Route carried "on" structure: State highway 183, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 24,339 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,560 (year 2033), Features Intersected: SPUR 341 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.630, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200106803019, Location: 0.4 MI N OF IH 30 (Lat: 32.740994, Lng: -97.444822), Route carried "on" structure: Spur State highway 341, Year Built: 1953, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 18,548 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,000 (year 2033), Features Intersected: RAMP CONN TO SH 183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.718, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200106803019, Location: 0.4 MI N OF IH 30 (Lat: 32.740994, Lng: -97.444822), Route carried "on" structure: Spur State highway 341, Year Built: 1953, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 18,548 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,000 (year 2033), Features Intersected: RAMP CONN TO SH 183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.718, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2220010680302, Location: 1.5 MI N OF IH 30 (Lat: 32.759669, Lng: -97.445428), Route carried "on" structure: City street 630, Year Built: 1953, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 4,850 (year 2009), Average Future Daily Traffic: 4,900 (year 2029), Features Intersected: SPUR 341, Facility Carried by Structure: WHITE SETTLEMENT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2220010680302, Location: 1.5 MI N OF IH 30 (Lat: 32.759669, Lng: -97.445428), Route carried "on" structure: City street 630, Year Built: 1953, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 4,850 (year 2009), Average Future Daily Traffic: 4,900 (year 2029), Features Intersected: SPUR 341, Facility Carried by Structure: WHITE SETTLEMENT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200106803165, Location: 1.6 MI N OF IH 30 (Lat: 32.760500, Lng: -97.446019), Route carried "on" structure: ServiceState highway 341, Year Built: 1939, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,966 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,700 (year 2033), Design Load: H 15, Features Intersected: FARMERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.555, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200106803165, Location: 1.6 MI N OF IH 30 (Lat: 32.760500, Lng: -97.446019), Route carried "on" structure: ServiceState highway 341, Year Built: 1939, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,966 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,700 (year 2033), Design Load: H 15, Features Intersected: FARMERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.555, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, 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: 22200H00060002, Location: 0.2 MI N OF IH30 (Lat: 32.741736, Lng: -97.451881), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,420 (year 2015), Average Future Daily Traffic: 13,470 (year 2035), Features Intersected: TRIB TO KINGS BRANCH, Facility Carried by Structure: CHERRY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00060002, Location: 0.2 MI N OF IH30 (Lat: 32.741736, Lng: -97.451881), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,420 (year 2015), Average Future Daily Traffic: 13,470 (year 2035), Features Intersected: TRIB TO KINGS BRANCH, Facility Carried by Structure: CHERRY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00070001, Location: 0.6 MI E OF IH820 (Lat: 32.766014, Lng: -97.465869), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,982 (year 2019), Average Future Daily Traffic: 13,640 (year 2035), Design Load: HS 20, Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: CLIFFORD ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $8,000, Total Project Cost: $40,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00070001, Location: 0.6 MI E OF IH820 (Lat: 32.766014, Lng: -97.465869), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,982 (year 2019), Average Future Daily Traffic: 13,640 (year 2035), Design Load: HS 20, Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: CLIFFORD ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $8,000, Total Project Cost: $40,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00100001, Location: 0.1 MI S WHITE SETTLEMENT (Lat: 32.755686, Lng: -97.475900), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,710 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,830 (year 2035), Features Intersected: TRIB. TO FARMERS BRANCH, Facility Carried by Structure: DALE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 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: 1.4m (4.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00100001, Location: 0.1 MI S WHITE SETTLEMENT (Lat: 32.755686, Lng: -97.475900), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,710 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,830 (year 2035), Features Intersected: TRIB. TO FARMERS BRANCH, Facility Carried by Structure: DALE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 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: 1.4m (4.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00100002, Location: .5 MI S WHITE SETTLEMENT (Lat: 32.753028, Lng: -97.476000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,412 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,920 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: DALE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00100002, Location: .5 MI S WHITE SETTLEMENT (Lat: 32.753028, Lng: -97.476000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,412 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,920 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: DALE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00277001, Location: 0.1 MI S OF CLIFFORD ST. (Lat: 32.764975, Lng: -97.468961), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,848 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,460 (year 2035), Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: LAS VEGAS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 22200H00277001, Location: 0.1 MI S OF CLIFFORD ST. (Lat: 32.764975, Lng: -97.468961), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,848 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,460 (year 2035), Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: LAS VEGAS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 22200H00277002, Location: 0.2 MI S OF WHT. SETTLEMT (Lat: 32.756844, Lng: -97.469139), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,160 (year 2015), Average Future Daily Traffic: 4,210 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: S LAS VEGAS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00277002, Location: 0.2 MI S OF WHT. SETTLEMT (Lat: 32.756844, Lng: -97.469139), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,160 (year 2015), Average Future Daily Traffic: 4,210 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: S LAS VEGAS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00340002, Location: 0.1MI S OF WHT SETLMT RD (Lat: 32.758419, Lng: -97.459128), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,388 (year 2019), Average Future Daily Traffic: 3,840 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: MEADOW PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 22200H00340002, Location: 0.1MI S OF WHT SETLMT RD (Lat: 32.758419, Lng: -97.459128), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,388 (year 2019), Average Future Daily Traffic: 3,840 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: MEADOW PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 22200H00355001, Location: 0.1 MI S OF WHT SETLMT RD (Lat: 32.758342, Lng: -97.462339), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,722 (year 2019), Average Future Daily Traffic: 1,150 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: MIRIKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00355001, Location: 0.1 MI S OF WHT SETLMT RD (Lat: 32.758342, Lng: -97.462339), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,722 (year 2019), Average Future Daily Traffic: 1,150 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: MIRIKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00400001, Location: 0.1 MI S OF WHT SETLMT RD (Lat: 32.758122, Lng: -97.465703), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 850 (year 2015), Average Future Daily Traffic: 900 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: PEMBERTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00400001, Location: 0.1 MI S OF WHT SETLMT RD (Lat: 32.758122, Lng: -97.465703), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 850 (year 2015), Average Future Daily Traffic: 900 (year 2035), Design Load: HS 20, Features Intersected: FARMERS BRANCH, Facility Carried by Structure: PEMBERTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00425001, Location: .3 MI S WHTE SETTLEMNT RD (Lat: 32.756067, Lng: -97.472578), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 892 (year 2019), Average Future Daily Traffic: 810 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: S REDFORD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22200H00425001, Location: .3 MI S WHTE SETTLEMNT RD (Lat: 32.756067, Lng: -97.472578), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 892 (year 2019), Average Future Daily Traffic: 810 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: S REDFORD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22200H00485001, Location: 0.1 MI N OF CLIFFORD ST. (Lat: 32.766814, Lng: -97.463458), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,400 (year 2015), Average Future Daily Traffic: 1,450 (year 2035), Design Load: HS 20, Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: SADDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00485001, Location: 0.1 MI N OF CLIFFORD ST. (Lat: 32.766814, Lng: -97.463458), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,400 (year 2015), Average Future Daily Traffic: 1,450 (year 2035), Design Load: HS 20, Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: SADDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00500001, Location: 1.0 MI E IH820 W CARSWELL (Lat: 32.770867, Lng: -97.456886), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,830 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 3,470 (year 2035), Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: SILVER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
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: 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00500001, Location: 1.0 MI E IH820 W CARSWELL (Lat: 32.770867, Lng: -97.456886), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,830 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 3,470 (year 2035), Features Intersected: TRIB TO LAKE WORTH, Facility Carried by Structure: SILVER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
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: 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: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200H00585001, Location: 0.1 MI W OF CHERRY LANE (Lat: 32.759658, Lng: -97.452981), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 5,859 (year 2019), Average Future Daily Traffic: 6,770 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: WHITE SETTLEMENT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
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: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22200H00585001, Location: 0.1 MI W OF CHERRY LANE (Lat: 32.759658, Lng: -97.452981), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 5,859 (year 2019), Average Future Daily Traffic: 6,770 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: WHITE SETTLEMENT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
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: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22200H00620001, Location: 0.2 MI W CHERRY LANE (Lat: 32.741372, Lng: -97.453253), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,153 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,900 (year 2035), Features Intersected: TRIB TO KINGS BRANCH, Facility Carried by Structure: WESTERN HILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22200H00620001, Location: 0.2 MI W CHERRY LANE (Lat: 32.741372, Lng: -97.453253), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,153 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,900 (year 2035), Features Intersected: TRIB TO KINGS BRANCH, Facility Carried by Structure: WESTERN HILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22200009405033, Location: 0.1 MI W OF SH 183 (Lat: 32.740742, Lng: -97.441453), Route carried "under" structure: Ramp State highway 240, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,542 (year 2009), Truck Traffic: 3%, Features Intersected: Spur 341 Ramp, Facility Carried by Structure: SH 183 SB
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 3.058, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.9m (52.2ft)
Structure Number: 22200009405033, Location: 0.1 MI W OF SH 183 (Lat: 32.740742, Lng: -97.441453), Route carried "under" structure: Ramp State highway 240, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,542 (year 2009), Truck Traffic: 3%, Features Intersected: Spur 341 Ramp, Facility Carried by Structure: SH 183 SB
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 3.058, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.9m (52.2ft)
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Structure Number: 22200106803019, Location: 0.4 MI N OF IH 30 (Lat: 32.740994, Lng: -97.444822), Route carried "under" structure: Ramp State highway 341, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,542 (year 2009), Truck Traffic: 3%, Features Intersected: RAMP CONN TO SH 183
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 2.718, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.9m (52.2ft)
Structure Number: 22200106803019, Location: 0.4 MI N OF IH 30 (Lat: 32.740994, Lng: -97.444822), Route carried "under" structure: Ramp State highway 341, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,542 (year 2009), Truck Traffic: 3%, Features Intersected: RAMP CONN TO SH 183
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 2.718, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.9m (52.2ft)
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Structure Number: 2220010680302, Location: 1.5 MI N OF IH 30 (Lat: 32.759669, Lng: -97.445428), Route carried "under" structure: Spur State highway 341, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 15,720 (year 2013), Truck Traffic: 3%, Features Intersected: SPUR 341, Facility Carried by Structure: WHITE SETTLEMENT R
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.655, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 2220010680302, Location: 1.5 MI N OF IH 30 (Lat: 32.759669, Lng: -97.445428), Route carried "under" structure: Spur State highway 341, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 15,720 (year 2013), Truck Traffic: 3%, Features Intersected: SPUR 341, Facility Carried by Structure: WHITE SETTLEMENT R
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.655, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 17.1m (56.1ft)