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: 1804309M5760006, Location: 0.10 MI S OF ROSEMEADE PK (Lat: 33.010436, Lng: -96.843197), Route carried "on" structure: City street 7, Year Built: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,870 (year 2011), Average Future Daily Traffic: 28,000 (year 2031), Features Intersected: FURNEAUX CREEK TRIBUTARY, Facility Carried by Structure: MIDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 1804309M5760006, Location: 0.10 MI S OF ROSEMEADE PK (Lat: 33.010436, Lng: -96.843197), Route carried "on" structure: City street 7, Year Built: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,870 (year 2011), Average Future Daily Traffic: 28,000 (year 2031), Features Intersected: FURNEAUX CREEK TRIBUTARY, Facility Carried by Structure: MIDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 180430AA0485001, Location: 0.15 MI E OF SH 205 (Lat: 33.005075, Lng: -96.459017), Route carried "on" structure: County highway 485, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 1,573 (year 2031), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430AA0485001, Location: 0.15 MI E OF SH 205 (Lat: 33.005075, Lng: -96.459017), Route carried "on" structure: County highway 485, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 1,573 (year 2031), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430AA0597001, Location: 0.35 MI E OF SH 205 (Lat: 32.997769, Lng: -96.458083), Route carried "on" structure: County highway 483, Year Built: 1987, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 616 (year 2014), Average Future Daily Traffic: 300 (year 2031), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430AA0597001, Location: 0.35 MI E OF SH 205 (Lat: 32.997769, Lng: -96.458083), Route carried "on" structure: County highway 483, Year Built: 1987, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 616 (year 2014), Average Future Daily Traffic: 300 (year 2031), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430LG1032001, Location: 0.30 MI W OF PRESTON RD (Lat: 33.009289, Lng: -96.790039), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: DRAW, Facility Carried by Structure: MAPLESHADE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430LG1032001, Location: 0.30 MI W OF PRESTON RD (Lat: 33.009289, Lng: -96.790039), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: DRAW, Facility Carried by Structure: MAPLESHADE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000808028, Location: SH 180 at Lp 12 W FTG Rd (Lat: 32.750081, Lng: -96.920619), Route carried "on" structure: State highway 180, Year Built: 1932, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 17,260 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 24,160 (year 2033), Design Load: H 15, Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.094, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.8m (81.4ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 180570000808028, Location: SH 180 at Lp 12 W FTG Rd (Lat: 32.750081, Lng: -96.920619), Route carried "on" structure: State highway 180, Year Built: 1932, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 17,260 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 24,160 (year 2033), Design Load: H 15, Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.094, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.8m (81.4ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 18057000080803, Location: 3.15 Mi E OF LP 12 (Lat: 32.749450, Lng: -96.864561), Route carried "on" structure: State highway 180, Year Built: 1929, Year Reconstructed: 1932, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 8,000 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 15,200 (year 2031), Features Intersected: Coombs Creek, Facility Carried by Structure: W Davis St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.277, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.5m (47.6ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18057000080803, Location: 3.15 Mi E OF LP 12 (Lat: 32.749450, Lng: -96.864561), Route carried "on" structure: State highway 180, Year Built: 1929, Year Reconstructed: 1932, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 8,000 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 15,200 (year 2031), Features Intersected: Coombs Creek, Facility Carried by Structure: W Davis St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.277, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.5m (47.6ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000808171, Location: 0.50 MI W of Loop 12 (Lat: 32.749883, Lng: -96.924883), Route carried "on" structure: State highway 180, Year Built: 1967, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 10,502 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: H 20, Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.725, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 20, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000808171, Location: 0.50 MI W of Loop 12 (Lat: 32.749883, Lng: -96.924883), Route carried "on" structure: State highway 180, Year Built: 1967, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 10,502 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: H 20, Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.725, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 20, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000808196, Location: 0.90 MI E OF LP 12 (Lat: 32.749872, Lng: -96.903147), Route carried "on" structure: State highway 180, Year Built: 1972, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 12,052 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 13,090 (year 2031), Design Load: HS 20, Features Intersected: Abandoned BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.671, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000808196, Location: 0.90 MI E OF LP 12 (Lat: 32.749872, Lng: -96.903147), Route carried "on" structure: State highway 180, Year Built: 1972, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 12,052 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 13,090 (year 2031), Design Load: HS 20, Features Intersected: Abandoned BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.671, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000808197, Location: 0.90 MI E OF LP 12 (Lat: 32.749581, Lng: -96.903508), Route carried "on" structure: State highway 180, Year Built: 1972, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 10,628 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 13,090 (year 2031), Design Load: HS 20, Features Intersected: Abandoned BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.671, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000808197, Location: 0.90 MI E OF LP 12 (Lat: 32.749581, Lng: -96.903508), Route carried "on" structure: State highway 180, Year Built: 1972, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 10,628 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 13,090 (year 2031), Design Load: HS 20, Features Intersected: Abandoned BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.671, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18057000080831, Location: 1.22 MI S of IH 30 (Lat: 32.749503, Lng: -96.919258), Route carried "on" structure: State highway 180, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 7,769 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: HS 20, Features Intersected: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), 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: 41.1m (134.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 17.2m (56.4ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18057000080831, Location: 1.22 MI S of IH 30 (Lat: 32.749503, Lng: -96.919258), Route carried "on" structure: State highway 180, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 7,769 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: HS 20, Features Intersected: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), 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: 41.1m (134.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 17.2m (56.4ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000808311, Location: 1.20 MI S of IH 30 (Lat: 32.749844, Lng: -96.917989), Route carried "on" structure: State highway 180, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 10,502 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: HS 20, Features Intersected: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), 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: 41.1m (134.8ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000808311, Location: 1.20 MI S of IH 30 (Lat: 32.749844, Lng: -96.917989), Route carried "on" structure: State highway 180, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 10,502 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: HS 20, Features Intersected: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), 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: 41.1m (134.8ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000808373, Location: 0.50 MI W of Loop 12 (Lat: 32.749597, Lng: -96.926564), Route carried "on" structure: State highway 180, Year Built: 1987, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 7,769 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: HS 20, Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.446, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 14.0m (45.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000808373, Location: 0.50 MI W of Loop 12 (Lat: 32.749597, Lng: -96.926564), Route carried "on" structure: State highway 180, Year Built: 1987, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 7,769 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,080 (year 2033), Design Load: HS 20, Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.446, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 14.0m (45.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000902002, Location: 1.85 Mi NE of IH 30 (Lat: 32.811600, Lng: -96.728314), Route carried "on" structure: State highway 78, Year Built: 1923, Year Reconstructed: 1933, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 16,405 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,650 (year 2033), Design Load: H 15, Features Intersected: White Rock Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.119, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000902002, Location: 1.85 Mi NE of IH 30 (Lat: 32.811600, Lng: -96.728314), Route carried "on" structure: State highway 78, Year Built: 1923, Year Reconstructed: 1933, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 16,405 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,650 (year 2033), Design Load: H 15, Features Intersected: White Rock Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.119, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000902301, Location: 1.1 Mi NE of IH 30 (Lat: 32.801992, Lng: -96.736328), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 33,029 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.429, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 180570000902301, Location: 1.1 Mi NE of IH 30 (Lat: 32.801992, Lng: -96.736328), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 33,029 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.429, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 180570000902302, Location: 1.3 Mi NE of IH 30 (Lat: 32.806403, Lng: -96.733106), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 33,029 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Design Load: HS 20, Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.009, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 180570000902302, Location: 1.3 Mi NE of IH 30 (Lat: 32.806403, Lng: -96.733106), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 33,029 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Design Load: HS 20, Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.009, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 180570000902303, Location: 1.45 Mi NE of IH 30 (Lat: 32.806806, Lng: -96.733119), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 16,405 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Design Load: H 20, Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.790, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000902303, Location: 1.45 Mi NE of IH 30 (Lat: 32.806806, Lng: -96.733119), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 16,405 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Design Load: H 20, Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.790, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000902315, Location: 2.04 Mi NE of IH 30 (Lat: 32.812914, Lng: -96.726278), Route carried "on" structure: State highway 78, Year Built: 1970, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 33,029 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Design Load: H 20, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.835, Lanes on structure: 6, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000902315, Location: 2.04 Mi NE of IH 30 (Lat: 32.812914, Lng: -96.726278), Route carried "on" structure: State highway 78, Year Built: 1970, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 33,029 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,300 (year 2033), Design Load: H 20, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.835, Lanes on structure: 6, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000902324, Location: 1.85 Mi NE of IH 30 (Lat: 32.811800, Lng: -96.728422), Route carried "on" structure: State highway 78, Year Built: 1970, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 16,890 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 23,650 (year 2033), Features Intersected: White Rock Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.119, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), 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: 180570000902324, Location: 1.85 Mi NE of IH 30 (Lat: 32.811800, Lng: -96.728422), Route carried "on" structure: State highway 78, Year Built: 1970, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 16,890 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 23,650 (year 2033), Features Intersected: White Rock Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.119, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), 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
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Structure Number: 180570000902473, Location: 1.45 Mi NE of IH 30 (Lat: 32.807000, Lng: -96.733072), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 16,625 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 47,600 (year 2036), Design Load: H 20, Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.790, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000902473, Location: 1.45 Mi NE of IH 30 (Lat: 32.807000, Lng: -96.733072), Route carried "on" structure: State highway 78, Year Built: 1967, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 16,625 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 47,600 (year 2036), Design Load: H 20, Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.790, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000911079, Location: 1.8 Mi W of IH 45 (Lat: 32.769792, Lng: -96.808933), Route carried "on" structure: Business City street 178, Year Built: 1911, Status: Open, Structure Length: 145.51m (477.40ft), Average Daily Traffic: 3,050 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 4,270 (year 2036), Features Intersected: IH 30 & Trinity River, Facility Carried by Structure: Houston St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 38, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 68, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Poor, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 145.85m (478.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,699,000, Roadway Improvement Cost: $1,675,000, Total Project Cost: $8,374,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911079, Location: 1.8 Mi W of IH 45 (Lat: 32.769792, Lng: -96.808933), Route carried "on" structure: Business City street 178, Year Built: 1911, Status: Open, Structure Length: 145.51m (477.40ft), Average Daily Traffic: 3,050 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 4,270 (year 2036), Features Intersected: IH 30 & Trinity River, Facility Carried by Structure: Houston St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 38, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 68, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Poor, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 145.85m (478.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,699,000, Roadway Improvement Cost: $1,675,000, Total Project Cost: $8,374,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911189, Location: 1.2 Mi W of IH 45 (Lat: 32.771336, Lng: -96.800803), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 10,405 (year 2019), Average Future Daily Traffic: 12,200 (year 2032), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Lamar St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), 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: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000911189, Location: 1.2 Mi W of IH 45 (Lat: 32.771336, Lng: -96.800803), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 10,405 (year 2019), Average Future Daily Traffic: 12,200 (year 2032), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Lamar St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), 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: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000911191, Location: 1.1 Mi SW of IH 45 (Lat: 32.772428, Lng: -96.798211), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 8,613 (year 2019), Average Future Daily Traffic: 10,343 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: S Griffin St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 7, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 23 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000911191, Location: 1.1 Mi SW of IH 45 (Lat: 32.772428, Lng: -96.798211), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 8,613 (year 2019), Average Future Daily Traffic: 10,343 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: S Griffin St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 7, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 23 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000911192, Location: 1.0 Mi SW of IH 45 (Lat: 32.773533, Lng: -96.796417), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 5,176 (year 2016), Average Future Daily Traffic: 9,317 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Cadiz St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.54m (47.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $11,000, Total Project Cost: $53,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000911192, Location: 1.0 Mi SW of IH 45 (Lat: 32.773533, Lng: -96.796417), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 5,176 (year 2016), Average Future Daily Traffic: 9,317 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Cadiz St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.54m (47.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $11,000, Total Project Cost: $53,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000911196, Location: 0.6 Mi W of LP 12 (Lat: 32.795292, Lng: -96.691761), Route carried "on" structure: City street , Year Built: 1959, Status: Posted for load, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 6,050 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,890 (year 2035), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: St Francis Ave NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.85m (32.32ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570000911196, Location: 0.6 Mi W of LP 12 (Lat: 32.795292, Lng: -96.691761), Route carried "on" structure: City street , Year Built: 1959, Status: Posted for load, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 6,050 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,890 (year 2035), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: St Francis Ave NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.85m (32.32ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570000911201, Location: 1.0 Mi W of LP 12 (Lat: 32.794253, Lng: -96.700033), Route carried "on" structure: City street 167, Year Built: 1961, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 10,421 (year 2019), Average Future Daily Traffic: 10,950 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Jim Miller Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, 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 replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 180570000911201, Location: 1.0 Mi W of LP 12 (Lat: 32.794253, Lng: -96.700033), Route carried "on" structure: City street 167, Year Built: 1961, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 10,421 (year 2019), Average Future Daily Traffic: 10,950 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Jim Miller Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, 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 replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 180570000911202, Location: 1.6 Mi W of LP 12 (Lat: 32.793914, Lng: -96.708553), Route carried "on" structure: Interstate 30, Year Built: 1961, Year Reconstructed: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 121,720 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 211,570 (year 2036), Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.335, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 53.0m (173.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 180570000911202, Location: 1.6 Mi W of LP 12 (Lat: 32.793914, Lng: -96.708553), Route carried "on" structure: Interstate 30, Year Built: 1961, Year Reconstructed: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 121,720 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 211,570 (year 2036), Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.335, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 53.0m (173.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 180570000911203, Location: 1.8 Mi W of LP 12 (Lat: 32.794614, Lng: -96.711808), Route carried "on" structure: Interstate 30, Year Built: 1961, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 211,570 (year 2033), Design Load: HS 20, Features Intersected: Hunnicut Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.025, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 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: 16.5m (54.1ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911203, Location: 1.8 Mi W of LP 12 (Lat: 32.794614, Lng: -96.711808), Route carried "on" structure: Interstate 30, Year Built: 1961, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 211,570 (year 2033), Design Load: HS 20, Features Intersected: Hunnicut Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.025, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 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: 16.5m (54.1ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911204, Location: 2.3 Mi W of LP 12 (Lat: 32.794642, Lng: -96.721947), Route carried "on" structure: Interstate 30, Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 121,720 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 280,360 (year 2034), Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.098, Lanes on structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 180570000911204, Location: 2.3 Mi W of LP 12 (Lat: 32.794642, Lng: -96.721947), Route carried "on" structure: Interstate 30, Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 121,720 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 280,360 (year 2034), Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.098, Lanes on structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 180570000911205, Location: 2.4 Mi W of Loop 12 (Lat: 32.794508, Lng: -96.722561), Route carried "on" structure: Interstate 30, Year Built: 1961, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Ferguson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.985, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 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: 22.6m (74.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911205, Location: 2.4 Mi W of Loop 12 (Lat: 32.794508, Lng: -96.722561), Route carried "on" structure: Interstate 30, Year Built: 1961, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Ferguson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.985, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 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: 22.6m (74.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911212, Location: 0.3 Mi E of IH 45 (Lat: 32.786206, Lng: -96.767628), Route carried "on" structure: Interstate 30, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 119.97m (393.60ft), Average Daily Traffic: 97,355 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 134,930 (year 2033), Design Load: HS 20, Features Intersected: SH 352 Exposition etc
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.367, Lanes on structure: 5, Lanes under structure: 29, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 66, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: 180570000911212, Location: 0.3 Mi E of IH 45 (Lat: 32.786206, Lng: -96.767628), Route carried "on" structure: Interstate 30, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 119.97m (393.60ft), Average Daily Traffic: 97,355 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 134,930 (year 2033), Design Load: HS 20, Features Intersected: SH 352 Exposition etc
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.367, Lanes on structure: 5, Lanes under structure: 29, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 66, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: 180570000911243, Location: 2.2 Mi E of IH 45 (Lat: 32.791414, Lng: -96.749672), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 115,570 (year 2033), Design Load: HS 20, Features Intersected: E Grand Ave (SH 78)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.338, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911243, Location: 2.2 Mi E of IH 45 (Lat: 32.791414, Lng: -96.749672), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 115,570 (year 2033), Design Load: HS 20, Features Intersected: E Grand Ave (SH 78)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.338, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911244, Location: 2.2 Mi E of IH 45 (Lat: 32.791075, Lng: -96.749797), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 115,570 (year 2033), Design Load: HS 20, Features Intersected: E Grand Ave (SH 78)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.338, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911244, Location: 2.2 Mi E of IH 45 (Lat: 32.791075, Lng: -96.749797), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 115,570 (year 2033), Design Load: HS 20, Features Intersected: E Grand Ave (SH 78)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.338, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911245, Location: 2.4 Mi E of IH 45 (Lat: 32.791581, Lng: -96.746428), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Winslow Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.695, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911245, Location: 2.4 Mi E of IH 45 (Lat: 32.791581, Lng: -96.746428), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Winslow Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.695, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911246, Location: 2.4 Mi E of IH 45 (Lat: 32.791222, Lng: -96.746539), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Winslow Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.695, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911246, Location: 2.4 Mi E of IH 45 (Lat: 32.791222, Lng: -96.746539), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Winslow Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.695, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911247, Location: 2.9 Mi E of IH 45 (Lat: 32.791947, Lng: -96.737442), Route carried "on" structure: City street 193, Year Built: 1962, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 4,300 (year 2016), Average Future Daily Traffic: 4,300 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Dolphin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911247, Location: 2.9 Mi E of IH 45 (Lat: 32.791947, Lng: -96.737442), Route carried "on" structure: City street 193, Year Built: 1962, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 4,300 (year 2016), Average Future Daily Traffic: 4,300 (year 2036), Design Load: H 20, Features Intersected: IH 30, Facility Carried by Structure: Dolphin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911248, Location: 3.2 Mi E of IH 45 (Lat: 32.791858, Lng: -96.731625), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.028, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911248, Location: 3.2 Mi E of IH 45 (Lat: 32.791858, Lng: -96.731625), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.028, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911249, Location: 3.2 Mi E of IH 45 (Lat: 32.791469, Lng: -96.731686), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.028, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911249, Location: 3.2 Mi E of IH 45 (Lat: 32.791469, Lng: -96.731686), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.028, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057000091125, Location: 2.9 Mi W of Loop 12 (Lat: 32.792744, Lng: -96.727958), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 34.53m (113.29ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: White Rock Crk & Samuell
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.261, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18057000091125, Location: 2.9 Mi W of Loop 12 (Lat: 32.792744, Lng: -96.727958), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 34.53m (113.29ft), Average Daily Traffic: 81,453 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: White Rock Crk & Samuell
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.261, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911251, Location: 2.9 Mi W of Loop 12 (Lat: 32.791972, Lng: -96.728622), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 34.53m (113.29ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: White Rock Crk & Samuell
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.261, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911251, Location: 2.9 Mi W of Loop 12 (Lat: 32.791972, Lng: -96.728622), Route carried "on" structure: Interstate 30, Year Built: 1962, Status: Open, Structure Length: 34.53m (113.29ft), Average Daily Traffic: 52,305 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 105,780 (year 2033), Design Load: HS 20, Features Intersected: White Rock Crk & Samuell
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.261, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911252, Location: 1.2 MI E of IH 45 (Lat: 32.787275, Lng: -96.765739), Route carried "on" structure: Interstate 30, Year Built: 1963, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 82,550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 115,570 (year 2033), Design Load: HS 20, Features Intersected: Peak St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.748, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570000911252, Location: 1.2 MI E of IH 45 (Lat: 32.787275, Lng: -96.765739), Route carried "on" structure: Interstate 30, Year Built: 1963, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 82,550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 115,570 (year 2033), Design Load: HS 20, Features Intersected: Peak St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.748, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous