Bridge Statistics for Weston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 118ft / 36.0mTotal length
- $3,000Total costs
- 8,722Total average daily traffic
- 414Total average daily truck traffic
- 7,165Total future (year 1900) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Weston
- No street view available for this location
- New bridges - historical statistics
- 31940-1949
- 41980-1989
- 11990-1999
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 44.4%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 22.2%Very good
- 44.4%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 10.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 180430081604001, Location: 0.35 MI W OF FM 3356 (Lat: 33.360197, Lng: -96.642464), Route carried "on" structure: State highway 455, Year Built: 1947, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,477 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2040), Design Load: H 15, Features Intersected: E FK TRINITY RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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: 180430081604001, Location: 0.35 MI W OF FM 3356 (Lat: 33.360197, Lng: -96.642464), Route carried "on" structure: State highway 455, Year Built: 1947, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,477 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2040), Design Load: H 15, Features Intersected: E FK TRINITY RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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: 180430081604003, Location: 0.15 MI W OF FM 3356 (Lat: 33.360325, Lng: -96.639911), Route carried "on" structure: State highway 455, Year Built: 1947, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,477 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2040), Design Load: H 15, Features Intersected: E FK TRINITY RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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: 180430081604003, Location: 0.15 MI W OF FM 3356 (Lat: 33.360325, Lng: -96.639911), Route carried "on" structure: State highway 455, Year Built: 1947, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,477 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2040), Design Load: H 15, Features Intersected: E FK TRINITY RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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: 180430081604053, Location: 0.25 MI W OF FM 3356 (Lat: 33.360211, Lng: -96.640775), Route carried "on" structure: State highway 455, Year Built: 1992, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,477 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2040), Design Load: HS 20, Features Intersected: E FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430081604053, Location: 0.25 MI W OF FM 3356 (Lat: 33.360211, Lng: -96.640775), Route carried "on" structure: State highway 455, Year Built: 1992, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,477 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2040), Design Load: HS 20, Features Intersected: E FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430081604196, Location: 5.80 MI E OF SH 289 (Lat: 33.344803, Lng: -96.700767), Route carried "on" structure: State highway 455, Year Built: 2021, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,100 (year 2014), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.699, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430081604196, Location: 5.80 MI E OF SH 289 (Lat: 33.344803, Lng: -96.700767), Route carried "on" structure: State highway 455, Year Built: 2021, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,100 (year 2014), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.699, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430101201009, Location: 4.80 MI NW OF US 75 (Lat: 33.291439, Lng: -96.661717), Route carried "on" structure: State highway 543, Year Built: 1949, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,508 (year 2040), Design Load: H 15, Features Intersected: TAYLOR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Meets minimum limits, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 180430101201009, Location: 4.80 MI NW OF US 75 (Lat: 33.291439, Lng: -96.661717), Route carried "on" structure: State highway 543, Year Built: 1949, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,508 (year 2040), Design Load: H 15, Features Intersected: TAYLOR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Meets minimum limits, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 180430AA0156002, Location: 0.10 MI W OF FM 543 (Lat: 33.278578, Lng: -96.653697), Route carried "on" structure: County highway 168, Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 558 (year 2014), Average Future Daily Traffic: 200 (year 2031), Features Intersected: HONEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 180430AA0156002, Location: 0.10 MI W OF FM 543 (Lat: 33.278578, Lng: -96.653697), Route carried "on" structure: County highway 168, Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 558 (year 2014), Average Future Daily Traffic: 200 (year 2031), Features Intersected: HONEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 180430AA0163001, Location: 0.40 MI W OF FM 543 (Lat: 33.293414, Lng: -96.671075), Route carried "on" structure: County highway 125, Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 268 (year 2014), Average Future Daily Traffic: 50 (year 2031), Design Load: HS 20, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180430AA0163001, Location: 0.40 MI W OF FM 543 (Lat: 33.293414, Lng: -96.671075), Route carried "on" structure: County highway 125, Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 268 (year 2014), Average Future Daily Traffic: 50 (year 2031), Design Load: HS 20, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180430AA0172002, Location: 0.1 MI S OF FM 455 (Lat: 33.343539, Lng: -96.705433), Route carried "on" structure: County highway 172, Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 50 (year 2031), Features Intersected: HONEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430AA0172002, Location: 0.1 MI S OF FM 455 (Lat: 33.343539, Lng: -96.705433), Route carried "on" structure: County highway 172, Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 50 (year 2031), Features Intersected: HONEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430AA0191001, Location: 2.25 MI W OF FM 543 (Lat: 33.311089, Lng: -96.684833), Route carried "on" structure: County highway 170, Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 50 (year 2031), Design Load: HS 20, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180430AA0191001, Location: 2.25 MI W OF FM 543 (Lat: 33.311089, Lng: -96.684833), Route carried "on" structure: County highway 170, Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 50 (year 2031), Design Load: HS 20, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180430AA0253001, Location: 1.80 MI NE OF FM 2478 (Lat: 33.326939, Lng: -96.689783), Route carried "on" structure: County highway 171, Year Built: 1988, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 132 (year 2019), Average Future Daily Traffic: 90 (year 2031), Design Load: HS 20, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180430AA0253001, Location: 1.80 MI NE OF FM 2478 (Lat: 33.326939, Lng: -96.689783), Route carried "on" structure: County highway 171, Year Built: 1988, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 132 (year 2019), Average Future Daily Traffic: 90 (year 2031), Design Load: HS 20, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels