Bridge Statistics for Van Alstyne, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 210ft / 63.8mTotal length
- $474,000Total costs
- 269,251Total average daily traffic
- 37,541Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Van Alstyne
- No street view available for this location
- New bridges - historical statistics
- 91960-1969
- 11970-1979
- 31980-1989
- 51990-1999
- 72000-2009
- 22020-2022
- Bridge Condition - Deck
- 15.0%Very good
- 75.0%Good
- 10.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 5.0%Fair
- 5.0%Poor
- Bridge Condition - Substructure
- 5.0%Very good
- 50.0%Good
- 35.0%Satisfactory
- 5.0%Fair
- 5.0%Critical
- Bridge Condition - Channel
- 4.8%Very good
- 19.0%Good
- 66.7%Satisfactory
- 4.8%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 10920004713176, Location: 4.6 MI S OF FM 902 (Lat: 33.465397, Lng: -96.613033), Route carried "on" structure: US 75, Year Built: 1965, Year Reconstructed: 2003, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 40,131 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: W FARMINGTON/BLYTHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.196, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Steel continuous, 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: 32.8m (107.6ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present minimum 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: Integral Concrete
Structure Number: 10920004713176, Location: 4.6 MI S OF FM 902 (Lat: 33.465397, Lng: -96.613033), Route carried "on" structure: US 75, Year Built: 1965, Year Reconstructed: 2003, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 40,131 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: W FARMINGTON/BLYTHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.196, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Steel continuous, 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: 32.8m (107.6ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present minimum 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: Integral Concrete
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Structure Number: 10920004713178, Location: 2.8 MI N OF FM 121 (Lat: 33.457931, Lng: -96.608800), Route carried "on" structure: US 75, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40,131 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: E PRONG WHITES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.085, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 10920004713178, Location: 2.8 MI N OF FM 121 (Lat: 33.457931, Lng: -96.608800), Route carried "on" structure: US 75, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40,131 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: E PRONG WHITES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.085, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 10920004713179, Location: 1.7 MI N OF FM 121 (Lat: 33.444200, Lng: -96.601250), Route carried "on" structure: US 75, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40,131 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.836, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 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: March 2021
Structure Number: 10920004713179, Location: 1.7 MI N OF FM 121 (Lat: 33.444200, Lng: -96.601250), Route carried "on" structure: US 75, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40,131 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.836, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 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: March 2021
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Structure Number: 1092000471318, Location: INT OF US 75 AND FM 121 (Lat: 33.421414, Lng: -96.588872), Route carried "on" structure: US 75, Year Built: 1965, Year Reconstructed: 2003, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 41,907 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: FM 121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.580, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Steel continuous, 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: 32.9m (107.9ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1092000471318, Location: INT OF US 75 AND FM 121 (Lat: 33.421414, Lng: -96.588872), Route carried "on" structure: US 75, Year Built: 1965, Year Reconstructed: 2003, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 41,907 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 49,960 (year 2033), Design Load: HS 20, Features Intersected: FM 121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.580, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Steel continuous, 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: 32.9m (107.9ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10920004713182, Location: 0.8 MI S OF FM 121 (Lat: 33.410033, Lng: -96.582536), Route carried "on" structure: US 75, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 41,907 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 52,550 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.973, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 10920004713182, Location: 0.8 MI S OF FM 121 (Lat: 33.410033, Lng: -96.582536), Route carried "on" structure: US 75, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 41,907 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 52,550 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.973, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 10920004713187, Location: 1.6 MI S OF FM 121 (Lat: 33.400186, Lng: -96.580244), Route carried "on" structure: County highway 1, Year Built: 1968, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 750 (year 2027), Design Load: H 15, Features Intersected: US 75, Facility Carried by Structure: CO LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.144, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920004713187, Location: 1.6 MI S OF FM 121 (Lat: 33.400186, Lng: -96.580244), Route carried "on" structure: County highway 1, Year Built: 1968, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 750 (year 2027), Design Load: H 15, Features Intersected: US 75, Facility Carried by Structure: CO LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.144, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920072901186, Location: 2.3 MI W OF US75 (Lat: 33.422531, Lng: -96.631764), Route carried "on" structure: State highway 121, Year Built: 2021, Status: Not yet open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,246 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,695 (year 2039), Design Load: HS 20, Features Intersected: West Prong Whites Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.608, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 10920072901186, Location: 2.3 MI W OF US75 (Lat: 33.422531, Lng: -96.631764), Route carried "on" structure: State highway 121, Year Built: 2021, Status: Not yet open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,246 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,695 (year 2039), Design Load: HS 20, Features Intersected: West Prong Whites Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.608, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10920072901187, Location: 1.3 MI W OF US 75 (Lat: 33.421672, Lng: -96.614044), Route carried "on" structure: State highway 121, Year Built: 2021, Status: Not yet open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,246 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1 (year 1900), Design Load: HS 20, Features Intersected: East Prong Whites Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.307, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 10920072901187, Location: 1.3 MI W OF US 75 (Lat: 33.421672, Lng: -96.614044), Route carried "on" structure: State highway 121, Year Built: 2021, Status: Not yet open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,246 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1 (year 1900), Design Load: HS 20, Features Intersected: East Prong Whites Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.307, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10920072902182, Location: 4.4 MI E OF US 75 (Lat: 33.431989, Lng: -96.515353), Route carried "on" structure: State highway 121, Year Built: 2008, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,962 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2033), Design Load: HL 93, Features Intersected: E SISTER GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920072902182, Location: 4.4 MI E OF US 75 (Lat: 33.431989, Lng: -96.515353), Route carried "on" structure: State highway 121, Year Built: 2008, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,962 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2033), Design Load: HL 93, Features Intersected: E SISTER GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920072902183, Location: 3.4 MI E OF US 75 (Lat: 33.428953, Lng: -96.531622), Route carried "on" structure: State highway 121, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,962 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2033), Design Load: HL 93, Features Intersected: W SISTER GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920072902183, Location: 3.4 MI E OF US 75 (Lat: 33.428953, Lng: -96.531622), Route carried "on" structure: State highway 121, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,962 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2033), Design Load: HL 93, Features Intersected: W SISTER GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920323601001, Location: 2.9 MI E OF SH 5 (Lat: 33.405189, Lng: -96.527883), Route carried "on" structure: State highway 3133, Year Built: 1971, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 828 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 870 (year 2033), Design Load: H 15, Features Intersected: SISTER GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.736, 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: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10920323601001, Location: 2.9 MI E OF SH 5 (Lat: 33.405189, Lng: -96.527883), Route carried "on" structure: State highway 3133, Year Built: 1971, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 828 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 870 (year 2033), Design Load: H 15, Features Intersected: SISTER GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.736, 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: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10920AA0206001, Location: 3.00 MI N OF FM 121 (Lat: 33.468014, Lng: -96.558944), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: W PRONG SISTER GROVE CK, Facility Carried by Structure: N LINCOLN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $52,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 10920AA0206001, Location: 3.00 MI N OF FM 121 (Lat: 33.468014, Lng: -96.558944), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: W PRONG SISTER GROVE CK, Facility Carried by Structure: N LINCOLN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $52,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10920AA0210001, Location: 1.95 MI N OF FM 121 (Lat: 33.454758, Lng: -96.549311), Route carried "on" structure: County highway , Year Built: 1988, Status: Closed, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 310 (year 2030), Features Intersected: W PRONG SISTER GROVE CK, Facility Carried by Structure: CATES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920AA0210001, Location: 1.95 MI N OF FM 121 (Lat: 33.454758, Lng: -96.549311), Route carried "on" structure: County highway , Year Built: 1988, Status: Closed, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 310 (year 2030), Features Intersected: W PRONG SISTER GROVE CK, Facility Carried by Structure: CATES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920AA0210004, Location: 0.20 MI E OF HYNDS RCH RD (Lat: 33.458694, Lng: -96.526611), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 96 (year 2030), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: SISTER GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920AA0210004, Location: 0.20 MI E OF HYNDS RCH RD (Lat: 33.458694, Lng: -96.526611), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 96 (year 2030), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: SISTER GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920AA0217001, Location: 2.5 MI N OF FM 121 (Lat: 33.472314, Lng: -96.526236), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: JAMESON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10920AA0217001, Location: 2.5 MI N OF FM 121 (Lat: 33.472314, Lng: -96.526236), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: JAMESON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10920AA0218001, Location: 0.10 MI N OF FM 121 (Lat: 33.430742, Lng: -96.533778), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 240 (year 2010), Average Future Daily Traffic: 130 (year 2030), Design Load: HS 20, Features Intersected: W PRONG SISTER GROVE CK, Facility Carried by Structure: HYNDS RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $27,000, Total Project Cost: $134,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920AA0218001, Location: 0.10 MI N OF FM 121 (Lat: 33.430742, Lng: -96.533778), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 240 (year 2010), Average Future Daily Traffic: 130 (year 2030), Design Load: HS 20, Features Intersected: W PRONG SISTER GROVE CK, Facility Carried by Structure: HYNDS RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $27,000, Total Project Cost: $134,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920AA0220002, Location: 3.45 MI E OF SH 5 (Lat: 33.477297, Lng: -96.549867), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 110 (year 2010), Average Future Daily Traffic: 110 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: KNOB HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $11,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920AA0220002, Location: 3.45 MI E OF SH 5 (Lat: 33.477297, Lng: -96.549867), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 110 (year 2010), Average Future Daily Traffic: 110 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: KNOB HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $11,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920AA0295001, Location: 0.30 MI W OF US 75 (Lat: 33.400247, Lng: -96.584117), Route carried "on" structure: County highway 375, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 110 (year 2030), Features Intersected: HURRICANE CREEK TRIB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920AA0295001, Location: 0.30 MI W OF US 75 (Lat: 33.400247, Lng: -96.584117), Route carried "on" structure: County highway 375, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 110 (year 2030), Features Intersected: HURRICANE CREEK TRIB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920AA0501001, Location: 1.35 MI E OF FM 3356 (Lat: 33.406733, Lng: -96.616336), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: EAST PRONG WHITES CREEK, Facility Carried by Structure: WHITAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 10920AA0501001, Location: 1.35 MI E OF FM 3356 (Lat: 33.406733, Lng: -96.616336), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: EAST PRONG WHITES CREEK, Facility Carried by Structure: WHITAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10920AA0501002, Location: 0.70 MI E OF FM 3356 (Lat: 33.406722, Lng: -96.628089), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: WEST PRONG WHITES CREEK, Facility Carried by Structure: WHITAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.1m (23.3ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 10920AA0501002, Location: 0.70 MI E OF FM 3356 (Lat: 33.406722, Lng: -96.628089), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: WEST PRONG WHITES CREEK, Facility Carried by Structure: WHITAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.1m (23.3ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10920AA0511001, Location: 1.65 MI W OF US 75 (Lat: 33.451050, Lng: -96.633058), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 55 (year 2030), Features Intersected: WEST PRONG WHITES CREEK, Facility Carried by Structure: HODGIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920AA0511001, Location: 1.65 MI W OF US 75 (Lat: 33.451050, Lng: -96.633058), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 55 (year 2030), Features Intersected: WEST PRONG WHITES CREEK, Facility Carried by Structure: HODGIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10920AA0513001, Location: 1.35 MI S OF BLYTHE RD (Lat: 33.446039, Lng: -96.599378), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 110 (year 2010), Average Future Daily Traffic: 125 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: REDDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10920AA0513001, Location: 1.35 MI S OF BLYTHE RD (Lat: 33.446039, Lng: -96.599378), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 110 (year 2010), Average Future Daily Traffic: 125 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: REDDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10920AA0957001, Location: 0.30 MI N OF US 75 EFR (Lat: 33.444572, Lng: -96.597969), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 110 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: NORTHRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10920AA0957001, Location: 0.30 MI N OF US 75 EFR (Lat: 33.444572, Lng: -96.597969), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 110 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: NORTHRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430AA0270001, Location: 0.55 MI W OF US 75 (Lat: 33.399425, Lng: -96.589969), Route carried "on" structure: County highway 372, Year Built: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 127 (year 2031), Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430AA0270001, Location: 0.55 MI W OF US 75 (Lat: 33.399425, Lng: -96.589969), Route carried "on" structure: County highway 372, Year Built: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 127 (year 2031), Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10920004713176, Location: 4.6 MI S OF FM 902 (Lat: 33.465397, Lng: -96.613033), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 370 (year 2009), Truck Traffic: 2%, Features Intersected: W FARMINGTON/BLYTHE RD, Facility Carried by Structure: US 75
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.974, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 10920004713176, Location: 4.6 MI S OF FM 902 (Lat: 33.465397, Lng: -96.613033), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 370 (year 2009), Truck Traffic: 2%, Features Intersected: W FARMINGTON/BLYTHE RD, Facility Carried by Structure: US 75
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.974, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 1092000471318, Location: INT OF US 75 AND FM 121 (Lat: 33.421414, Lng: -96.588872), Route carried "under" structure: State highway 121, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 3,230 (year 2013), Truck Traffic: 15%, Features Intersected: FM 121, Facility Carried by Structure: US 75
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 48.609, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 1092000471318, Location: INT OF US 75 AND FM 121 (Lat: 33.421414, Lng: -96.588872), Route carried "under" structure: State highway 121, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 3,230 (year 2013), Truck Traffic: 15%, Features Intersected: FM 121, Facility Carried by Structure: US 75
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 48.609, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 10920004713187, Location: 1.6 MI S OF FM 121 (Lat: 33.400186, Lng: -96.580244), Route carried "under" structure: US 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 37,120 (year 2013), Truck Traffic: 14%, Features Intersected: US 75, Facility Carried by Structure: CO LINE RD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 51.137, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 10920004713187, Location: 1.6 MI S OF FM 121 (Lat: 33.400186, Lng: -96.580244), Route carried "under" structure: US 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 37,120 (year 2013), Truck Traffic: 14%, Features Intersected: US 75, Facility Carried by Structure: CO LINE RD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 51.137, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)