Bridge Statistics for Dallas, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 2,261Number of bridges
- 72,543ft / 22,111mTotal length
- $33,885,000Total costs
- 88,061,851Total average daily traffic
- 7,109,036Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dallas
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51910-1919
- 61920-1929
- 481930-1939
- 361940-1949
- 2151950-1959
- 5271960-1969
- 5041970-1979
- 2031980-1989
- 1981990-1999
- 1842000-2009
- 2852010-2019
- 492020-2022
- Reconstructed bridges - Historical Statistics
- 21920-1929
- 01930-1939
- 11940-1949
- 131950-1959
- 321960-1969
- 501970-1979
- 341980-1989
- 231990-1999
- 202000-2009
- 62010-2019
- Bridge Condition - Deck
- 3.2%Excellent
- 54.5%Very good
- 31.2%Good
- 9.9%Satisfactory
- 1.2%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 15.2%Excellent
- 47.1%Very good
- 30.3%Good
- 5.8%Satisfactory
- 1.4%Fair
- 0.4%Poor
- Bridge Condition - Substructure
- 5.8%Excellent
- 41.3%Very good
- 43.1%Good
- 9.3%Satisfactory
- 0.6%Fair
- 0.3%Poor
- Bridge Condition - Channel
- 4.6%Very good
- 35.8%Good
- 43.1%Satisfactory
- 15.0%Fair
- 1.4%Poor
- Bridge Condition - Culverts
- 37.4%Very good
- 56.5%Good
- 5.3%Satisfactory
- 0.8%Fair
- 0.3%Poor
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Structure Number: 180570026103033, Location: 4.60 MI NE OF IH 20 (Lat: 32.704853, Lng: -96.832092), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 42,437 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 119,560 (year 2033), Design Load: HS 20, Features Intersected: KIEST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103033, Location: 4.60 MI NE OF IH 20 (Lat: 32.704853, Lng: -96.832092), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 42,437 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 119,560 (year 2033), Design Load: HS 20, Features Intersected: KIEST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103045, Location: 0.70 MI NE OF IH 20 (Lat: 32.662436, Lng: -96.869742), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 48,459 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.561, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 36.3m (119.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.53m (24.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103045, Location: 0.70 MI NE OF IH 20 (Lat: 32.662436, Lng: -96.869742), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 48,459 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.561, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 36.3m (119.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.53m (24.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103046, Location: 0.70 MI NE OF IH 20 (Lat: 32.661864, Lng: -96.869975), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 47,475 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.561, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 36.3m (119.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103046, Location: 0.70 MI NE OF IH 20 (Lat: 32.661864, Lng: -96.869975), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 47,475 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.561, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 36.3m (119.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103047, Location: 1.55 MI NE OF IH 20 (Lat: 32.671228, Lng: -96.861419), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 2,510 (year 2016), Average Future Daily Traffic: 2,800 (year 2038), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: RED BIRD LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $9,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103047, Location: 1.55 MI NE OF IH 20 (Lat: 32.671228, Lng: -96.861419), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 2,510 (year 2016), Average Future Daily Traffic: 2,800 (year 2038), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: RED BIRD LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $9,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103048, Location: 1.25 MI NE OF IH 20 (Lat: 32.667978, Lng: -96.864981), Route carried "on" structure: US 67, Year Built: 1973, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 48,459 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: S FORK FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.805, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103048, Location: 1.25 MI NE OF IH 20 (Lat: 32.667978, Lng: -96.864981), Route carried "on" structure: US 67, Year Built: 1973, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 48,459 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: S FORK FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.805, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103049, Location: 1.25 MI NE OF IH 20 (Lat: 32.667436, Lng: -96.864958), Route carried "on" structure: US 67, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 47,475 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: S FORK FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.800, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103049, Location: 1.25 MI NE OF IH 20 (Lat: 32.667436, Lng: -96.864958), Route carried "on" structure: US 67, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 47,475 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 66,230 (year 2033), Design Load: HS 20, Features Intersected: S FORK FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.800, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103104, Location: 3.30 MI NE OF IH 20 (Lat: 32.691128, Lng: -96.845875), Route carried "on" structure: State highway 12, Year Built: 1961, Year Reconstructed: 1969, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 25,153 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2038), Design Load: H 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.920, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103104, Location: 3.30 MI NE OF IH 20 (Lat: 32.691128, Lng: -96.845875), Route carried "on" structure: State highway 12, Year Built: 1961, Year Reconstructed: 1969, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 25,153 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2038), Design Load: H 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.920, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103105, Location: 3.30 MI NE OF IH 20 (Lat: 32.691450, Lng: -96.845706), Route carried "on" structure: State highway 12, Year Built: 1961, Year Reconstructed: 1969, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 12,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2038), Design Load: H 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.920, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103105, Location: 3.30 MI NE OF IH 20 (Lat: 32.691450, Lng: -96.845706), Route carried "on" structure: State highway 12, Year Built: 1961, Year Reconstructed: 1969, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 12,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2038), Design Load: H 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.920, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570026103231, Location: 4.4 MI NE of IH 20 (Lat: 32.705414, Lng: -96.831883), Route carried "on" structure: US 67, Year Built: 2021, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 41,247 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 82,493 (year 2040), Design Load: HL 93, Features Intersected: W. Kiest Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.6m (159.4ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570026103231, Location: 4.4 MI NE of IH 20 (Lat: 32.705414, Lng: -96.831883), Route carried "on" structure: US 67, Year Built: 2021, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 41,247 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 82,493 (year 2040), Design Load: HL 93, Features Intersected: W. Kiest Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.6m (159.4ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035304026, Location: 0.55 Mi NW of IH 35E (Lat: 32.865556, Lng: -96.902631), Route carried "on" structure: Spur State highway 348, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 23,549 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 47,530 (year 2033), Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.009, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035304026, Location: 0.55 Mi NW of IH 35E (Lat: 32.865556, Lng: -96.902631), Route carried "on" structure: Spur State highway 348, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 23,549 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 47,530 (year 2033), Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.009, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035304042, Location: 1.4 Mi NW of IH 35E (Lat: 32.870011, Lng: -96.916431), Route carried "on" structure: Spur State highway 348, Year Built: 1936, Year Reconstructed: 1975, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 14,711 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 23,760 (year 2033), Design Load: H 15, Features Intersected: BNSF RR & Turnarounds
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.595, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035304042, Location: 1.4 Mi NW of IH 35E (Lat: 32.870011, Lng: -96.916431), Route carried "on" structure: Spur State highway 348, Year Built: 1936, Year Reconstructed: 1975, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 14,711 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 23,760 (year 2033), Design Load: H 15, Features Intersected: BNSF RR & Turnarounds
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.595, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035304046, Location: 0.10 Mi SE of IH 35E (Lat: 32.862008, Lng: -96.892367), Route carried "on" structure: State highway 12, Year Built: 1961, Year Reconstructed: 2005, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 23,898 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 45,160 (year 2033), Design Load: H 20, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.060, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $6,000, Total Project Cost: $31,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035304046, Location: 0.10 Mi SE of IH 35E (Lat: 32.862008, Lng: -96.892367), Route carried "on" structure: State highway 12, Year Built: 1961, Year Reconstructed: 2005, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 23,898 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 45,160 (year 2033), Design Load: H 20, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.060, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $6,000, Total Project Cost: $31,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035304131, Location: 1.4 Mi NW of IH 35E (Lat: 32.869964, Lng: -96.916956), Route carried "on" structure: Spur State highway 348, Year Built: 1975, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 11,442 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 23,760 (year 2033), Design Load: HS 20, Features Intersected: BNSF RR & Turnarounds
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.595, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035304131, Location: 1.4 Mi NW of IH 35E (Lat: 32.869964, Lng: -96.916956), Route carried "on" structure: Spur State highway 348, Year Built: 1975, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 11,442 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 23,760 (year 2033), Design Load: HS 20, Features Intersected: BNSF RR & Turnarounds
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.595, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035304136, Location: 1.9 Mi NW of IH 35E (Lat: 32.872208, Lng: -96.925514), Route carried "on" structure: Spur State highway 348, Year Built: 1975, Status: Open, Structure Length: 16.49m (54.10ft), Average Daily Traffic: 10,202 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,630 (year 2033), Design Load: HS 20, Features Intersected: Elm Frk Trinity E Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035304136, Location: 1.9 Mi NW of IH 35E (Lat: 32.872208, Lng: -96.925514), Route carried "on" structure: Spur State highway 348, Year Built: 1975, Status: Open, Structure Length: 16.49m (54.10ft), Average Daily Traffic: 10,202 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,630 (year 2033), Design Load: HS 20, Features Intersected: Elm Frk Trinity E Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18057003530417, Location: 2.3 Mi NW of IH 35E (Lat: 32.873089, Lng: -96.928131), Route carried "on" structure: Spur State highway 348, Year Built: 1975, Year Reconstructed: 1990, Status: Open, Structure Length: 33.13m (108.69ft), Average Daily Traffic: 8,237 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,630 (year 2033), Design Load: HS 20, Features Intersected: Elm Frk of Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.164, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18057003530417, Location: 2.3 Mi NW of IH 35E (Lat: 32.873089, Lng: -96.928131), Route carried "on" structure: Spur State highway 348, Year Built: 1975, Year Reconstructed: 1990, Status: Open, Structure Length: 33.13m (108.69ft), Average Daily Traffic: 8,237 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,630 (year 2033), Design Load: HS 20, Features Intersected: Elm Frk of Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.164, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035304171, Location: 1.8 Mi W of IH 35E (Lat: 32.871989, Lng: -96.923786), Route carried "on" structure: Spur State highway 348, Year Built: 1990, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 8,237 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,630 (year 2033), Design Load: HS 20, Features Intersected: Elm Frk Trinity E Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.756, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035304171, Location: 1.8 Mi W of IH 35E (Lat: 32.871989, Lng: -96.923786), Route carried "on" structure: Spur State highway 348, Year Built: 1990, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 8,237 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,630 (year 2033), Design Load: HS 20, Features Intersected: Elm Frk Trinity E Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.756, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035304505, Location: 0.7 MI SE of LP 12 (Lat: 32.836153, Lng: -96.902081), Route carried "on" structure: State highway 183, Year Built: 2017, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 95,000 (year 2030), Design Load: HL 93, Features Intersected: SH 183 WB & WB Express
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.026, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570035304505, Location: 0.7 MI SE of LP 12 (Lat: 32.836153, Lng: -96.902081), Route carried "on" structure: State highway 183, Year Built: 2017, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 95,000 (year 2030), Design Load: HL 93, Features Intersected: SH 183 WB & WB Express
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.026, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 18057003530503, Location: 3.1MI W OF US75 (Lat: 32.865886, Lng: -96.826472), Route carried "on" structure: State highway 12, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 24,249 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 53,330 (year 2033), Features Intersected: STRAIGHT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.391, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 18057003530503, Location: 3.1MI W OF US75 (Lat: 32.865886, Lng: -96.826472), Route carried "on" structure: State highway 12, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 24,249 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 53,330 (year 2033), Features Intersected: STRAIGHT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.391, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 180570035305031, Location: 2.85 Mi W of US 75 (Lat: 32.865433, Lng: -96.819447), Route carried "on" structure: State highway 12, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30,987 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 58,130 (year 2033), Features Intersected: Straight Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.127, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 180570035305031, Location: 2.85 Mi W of US 75 (Lat: 32.865433, Lng: -96.819447), Route carried "on" structure: State highway 12, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30,987 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 58,130 (year 2033), Features Intersected: Straight Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.127, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 180570035305036, Location: 1.70 Mi E of US 75 (Lat: 32.855631, Lng: -96.744544), Route carried "on" structure: State highway 12, Year Built: 1931, Year Reconstructed: 1961, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 28,710 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 59,400 (year 2033), Features Intersected: Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.499, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570035305036, Location: 1.70 Mi E of US 75 (Lat: 32.855631, Lng: -96.744544), Route carried "on" structure: State highway 12, Year Built: 1931, Year Reconstructed: 1961, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 28,710 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 59,400 (year 2033), Features Intersected: Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.499, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570035305041, Location: 0.1 Mi E of Plano Rd (Lat: 32.864356, Lng: -96.699236), Route carried "on" structure: Spur State highway 244, Year Built: 1931, Year Reconstructed: 1959, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 11,982 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 35,180 (year 2033), Features Intersected: Dixon Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.012, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035305041, Location: 0.1 Mi E of Plano Rd (Lat: 32.864356, Lng: -96.699236), Route carried "on" structure: Spur State highway 244, Year Built: 1931, Year Reconstructed: 1959, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 11,982 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 35,180 (year 2033), Features Intersected: Dixon Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.012, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035305043, Location: 1.05 Mi E of US 75 (Lat: 32.859442, Lng: -96.753817), Route carried "on" structure: City street 90, Year Built: 1954, Year Reconstructed: 1980, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 41,911 (year 2020), Average Future Daily Traffic: 28,000 (year 2036), Features Intersected: LP 12, Facility Carried by Structure: Skillman Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570035305043, Location: 1.05 Mi E of US 75 (Lat: 32.859442, Lng: -96.753817), Route carried "on" structure: City street 90, Year Built: 1954, Year Reconstructed: 1980, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 41,911 (year 2020), Average Future Daily Traffic: 28,000 (year 2036), Features Intersected: LP 12, Facility Carried by Structure: Skillman Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570035305044, Location: 0.15 Mi W of LP 354 (Lat: 32.858117, Lng: -96.877856), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 150,465 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 150,465 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Denton Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570035305044, Location: 0.15 Mi W of LP 354 (Lat: 32.858117, Lng: -96.877856), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 150,465 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 150,465 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Denton Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570035305088, Location: 3.40 Mi W of US 75 (Lat: 32.863403, Lng: -96.830403), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 14,870 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53,330 (year 2033), Design Load: H 20, Features Intersected: Bachman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.928, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570035305088, Location: 3.40 Mi W of US 75 (Lat: 32.863403, Lng: -96.830403), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 14,870 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53,330 (year 2033), Design Load: H 20, Features Intersected: Bachman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.928, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570035305103, Location: 2.40 Mi W of US 75 (Lat: 32.865433, Lng: -96.811647), Route carried "on" structure: State highway 12, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 20,253 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 58,130 (year 2033), Design Load: H 20, Features Intersected: Dallas North Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.853, Lanes on structure: 4, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570035305103, Location: 2.40 Mi W of US 75 (Lat: 32.865433, Lng: -96.811647), Route carried "on" structure: State highway 12, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 20,253 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 58,130 (year 2033), Design Load: H 20, Features Intersected: Dallas North Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.853, Lanes on structure: 4, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570035305127, Location: 0.6 MI E OF IH 35E (Lat: 32.859042, Lng: -96.883572), Route carried "on" structure: ServiceState highway 12, Year Built: 1976, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 36,400 (year 2032), Design Load: HS 20, Features Intersected: Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.480, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Superior to present desirable criteria, 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: 180570035305127, Location: 0.6 MI E OF IH 35E (Lat: 32.859042, Lng: -96.883572), Route carried "on" structure: ServiceState highway 12, Year Built: 1976, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 36,400 (year 2032), Design Load: HS 20, Features Intersected: Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.480, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Superior to present desirable criteria, 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: 180570035305128, Location: 0.5 Mi E of IH 35E (Lat: 32.857472, Lng: -96.883033), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 20.33m (66.70ft), Average Daily Traffic: 50,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: SP 482 WB & Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.514, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, 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: 180570035305128, Location: 0.5 Mi E of IH 35E (Lat: 32.857472, Lng: -96.883033), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 20.33m (66.70ft), Average Daily Traffic: 50,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: SP 482 WB & Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.514, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, 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: 18057003530513, Location: 0.5 Mi E of IH 35E (Lat: 32.858528, Lng: -96.884942), Route carried "on" structure: Ramp State highway 12, Year Built: 1976, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 10,050 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 14,070 (year 2033), Design Load: HS 20, Features Intersected: JOE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.464, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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 Cast-file-Place
Structure Number: 18057003530513, Location: 0.5 Mi E of IH 35E (Lat: 32.858528, Lng: -96.884942), Route carried "on" structure: Ramp State highway 12, Year Built: 1976, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 10,050 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 14,070 (year 2033), Design Load: HS 20, Features Intersected: JOE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.464, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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 Cast-file-Place
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Structure Number: 180570035305137, Location: 1.70 Mi W of LP 354 (Lat: 32.861342, Lng: -96.855475), Route carried "on" structure: City street 41, Year Built: 1977, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 34,020 (year 2016), Average Future Daily Traffic: 45,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: MH 326 (Marsh Ln)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.813, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035305137, Location: 1.70 Mi W of LP 354 (Lat: 32.861342, Lng: -96.855475), Route carried "on" structure: City street 41, Year Built: 1977, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 34,020 (year 2016), Average Future Daily Traffic: 45,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: MH 326 (Marsh Ln)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.813, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035305139, Location: 0.5 Mi E of IH 35E (Lat: 32.856358, Lng: -96.883458), Route carried "on" structure: State highway 482, Year Built: 1976, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 22,110 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 31,720 (year 2032), Design Load: HS 20, Features Intersected: LP 12 EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.565, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 180570035305139, Location: 0.5 Mi E of IH 35E (Lat: 32.856358, Lng: -96.883458), Route carried "on" structure: State highway 482, Year Built: 1976, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 22,110 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 31,720 (year 2032), Design Load: HS 20, Features Intersected: LP 12 EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.565, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 1805700353052, Location: 0.80 Mi E of IH 35E (Lat: 32.858283, Lng: -96.880278), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 38.16m (125.20ft), Average Daily Traffic: 48,420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: LP 354 & Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.474, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805700353052, Location: 0.80 Mi E of IH 35E (Lat: 32.858283, Lng: -96.880278), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 38.16m (125.20ft), Average Daily Traffic: 48,420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: LP 354 & Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.474, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035305202, Location: 0.5 Mi E of IH 35E (Lat: 32.858236, Lng: -96.880200), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 36.15m (118.60ft), Average Daily Traffic: 48,420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: LP 354 & SP 482
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.468, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.26m (145.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $31,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035305202, Location: 0.5 Mi E of IH 35E (Lat: 32.858236, Lng: -96.880200), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 36.15m (118.60ft), Average Daily Traffic: 48,420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: LP 354 & SP 482
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.468, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.26m (145.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $31,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035305205, Location: 0.10 Mi E of US 75 (Lat: 32.865397, Lng: -96.767153), Route carried "on" structure: City street 87, Year Built: 1992, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 41,911 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 18,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Greenville Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $39,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570035305205, Location: 0.10 Mi E of US 75 (Lat: 32.865397, Lng: -96.767153), Route carried "on" structure: City street 87, Year Built: 1992, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 41,911 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 18,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Greenville Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $39,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570035305403, Location: 2.5 Mi E of US 75 (Lat: 32.855592, Lng: -96.730972), Route carried "on" structure: State highway 12, Year Built: 2012, Status: Open, Structure Length: 69.34m (227.49ft), Average Daily Traffic: 22,492 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 29,700 (year 2033), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.429, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 46, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 180570035305403, Location: 2.5 Mi E of US 75 (Lat: 32.855592, Lng: -96.730972), Route carried "on" structure: State highway 12, Year Built: 2012, Status: Open, Structure Length: 69.34m (227.49ft), Average Daily Traffic: 22,492 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 29,700 (year 2033), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.429, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 46, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 180570035305404, Location: 3.0 Mi E of US 75 (Lat: 32.858675, Lng: -96.724450), Route carried "on" structure: State highway 12, Year Built: 2012, Status: Open, Structure Length: 70.87m (232.51ft), Average Daily Traffic: 21,677 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 29,700 (year 2033), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.845, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 47, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 180570035305404, Location: 3.0 Mi E of US 75 (Lat: 32.858675, Lng: -96.724450), Route carried "on" structure: State highway 12, Year Built: 2012, Status: Open, Structure Length: 70.87m (232.51ft), Average Daily Traffic: 21,677 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 29,700 (year 2033), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.845, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 47, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 180570035305442, Location: 3.40 Mi W of US 75 (Lat: 32.863350, Lng: -96.830442), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 15,067 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 50,400 (year 2036), Design Load: H 20, Features Intersected: Bachman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.926, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570035305442, Location: 3.40 Mi W of US 75 (Lat: 32.863350, Lng: -96.830442), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 15,067 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 50,400 (year 2036), Design Load: H 20, Features Intersected: Bachman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.926, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570035305443, Location: 2.40 Mi W of US 75 (Lat: 32.865428, Lng: -96.811658), Route carried "on" structure: State highway 12, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 18,001 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 58,800 (year 2036), Design Load: H 20, Features Intersected: Dallas North Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.851, Lanes on structure: 4, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570035305443, Location: 2.40 Mi W of US 75 (Lat: 32.865428, Lng: -96.811658), Route carried "on" structure: State highway 12, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 18,001 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 58,800 (year 2036), Design Load: H 20, Features Intersected: Dallas North Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.851, Lanes on structure: 4, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570043001001, Location: 0.7 MI W OF LAWNVIEW (Lat: 32.766189, Lng: -96.731272), Route carried "on" structure: State highway 352, Year Built: 1931, Year Reconstructed: 1965, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 7,974 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,070 (year 2033), Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.880, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570043001001, Location: 0.7 MI W OF LAWNVIEW (Lat: 32.766189, Lng: -96.731272), Route carried "on" structure: State highway 352, Year Built: 1931, Year Reconstructed: 1965, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 7,974 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,070 (year 2033), Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.880, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570043001004, Location: 0.7 Mi E of Loop 12 (Lat: 32.763369, Lng: -96.669117), Route carried "on" structure: State highway 352, Year Built: 1923, Year Reconstructed: 1971, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 17,401 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,380 (year 2033), Features Intersected: Prairie Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.920, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 30.1m (98.8ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570043001004, Location: 0.7 Mi E of Loop 12 (Lat: 32.763369, Lng: -96.669117), Route carried "on" structure: State highway 352, Year Built: 1923, Year Reconstructed: 1971, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 17,401 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,380 (year 2033), Features Intersected: Prairie Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.920, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 30.1m (98.8ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous