(追記) (追記ここまで)

(追記) (追記ここまで)

Structure Number: 180430045103019, Location: 2.70 MI S OF SH 78 (Lat: 32.985214, Lng: -96.466794), Route carried "on" structure: State highway 205, Year Built: 1999, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 15,654 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 20,837 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 18043004510302, Location: 2.90 MI S OF SH 78 (Lat: 32.982589, Lng: -96.466808), Route carried "on" structure: State highway 205, Year Built: 1999, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 15,654 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 20,037 (year 2040), Design Load: HS 20, Features Intersected: THOMPSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.596, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405026, Location: DNT & SH 190 (Lat: 33.012686, Lng: -96.828250), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 19,600 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 52,600 (year 2032), Design Load: HS 20, Features Intersected: DALLAS NORTH TOLLWAY
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 3.983, Lanes on structure: 4, Lanes under structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405027, Location: DNT @ SH 190 (Lat: 33.012817, Lng: -96.828244), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 19,600 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 52,600 (year 2032), Design Load: HS 20, Features Intersected: DALLAS NORTH TOLLWAY
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 3.983, Lanes on structure: 4, Lanes under structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405028, Location: DNT @ SH 190 (Lat: 33.012011, Lng: -96.827664), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 15,200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 21,500 (year 2032), Design Load: HS 20, Features Intersected: DALLAS N TOLLWAY NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405029, Location: SH 190 @ DNT (Lat: 33.014033, Lng: -96.829522), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 68.64m (225.20ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 14,900 (year 2032), Design Load: HS 20, Features Intersected: DNT @ SH 190
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 17, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 17, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 18043029640503, Location: SH 190 @ DNT (Lat: 33.014344, Lng: -96.829689), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 29,500 (year 2032), Design Load: HS 20, Features Intersected: DNT SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405031, Location: SH 190 @ DNT (Lat: 33.011386, Lng: -96.828825), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 36.97m (121.29ft), Average Daily Traffic: 7,600 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 10,750 (year 2032), Design Load: HS 20, Features Intersected: DNT @ SH 190, Facility Carried by Structure: SH 190 CONN D
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405032, Location: SH 190 @ DNT (Lat: 33.012122, Lng: -96.831075), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 20.67m (67.81ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 14,900 (year 2032), Design Load: HS 20, Features Intersected: DNT SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405033, Location: SH 190 @ DNT ROAD (Lat: 33.012261, Lng: -96.830983), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 77.69m (254.89ft), Average Daily Traffic: 250 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 14,900 (year 2032), Design Load: HS 20, Features Intersected: DALLAS N TOLL PLANO PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 13, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 20, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405034, Location: SH 190 @ DNT (Lat: 33.013178, Lng: -96.827569), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 61.81m (202.79ft), Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 10,900 (year 2032), Design Load: HS 20, Features Intersected: DALLAS N TOLL CONN B D, Facility Carried by Structure: SH 190 CONN I
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 20, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 15, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405035, Location: SH 190 @ DNT (Lat: 33.013344, Lng: -96.827514), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 10,900 (year 2032), Design Load: HS 20, Features Intersected: DALLAS N TOLLWAY NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.822, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)

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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405048, Location: 0.02 MI E OF OHIO DR (Lat: 33.006497, Lng: -96.783075), Route carried "on" structure: Other road 190, Year Built: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 136,452 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 191,033 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE DITCH (C2)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.328, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Out-to-Out Width: 83.2m (273.0ft)

Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023

Structure Number: 180430296405049, Location: 1.15 MI W OF SH 289 (Lat: 33.012714, Lng: -96.814539), Route carried "on" structure: Other road 190, Year Built: 1999, Status: Open, Structure Length: 35.05m (114.99ft), Average Daily Traffic: 19,600 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 52,600 (year 2030), Design Load: HS 20, Features Intersected: WHITE ROCK CR, Facility Carried by Structure: PGBT WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.110, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 24.1m (79.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 18043029640505, Location: 1.15 MI W OF SH 289 (Lat: 33.012608, Lng: -96.814561), Route carried "on" structure: Other road 190, Year Built: 1999, Status: Open, Structure Length: 35.05m (114.99ft), Average Daily Traffic: 19,600 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 52,600 (year 2030), Design Load: HS 20, Features Intersected: WHITE ROCK CR, Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.110, Lanes on structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 28.0m (91.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405053, Location: 0.75 MI SE OF SH 289 (Lat: 33.008883, Lng: -96.785203), Route carried "on" structure: Other road 190, Year Built: 1998, Status: Open, Structure Length: 29.60m (97.11ft), Average Daily Traffic: 19,800 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 49,600 (year 2030), Design Load: HS 20, Features Intersected: OHIO DR / MAPLESHADE LN, Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.328, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 26.5m (86.9ft)

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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 180430296405549, Location: SH 190 @ Coit Road (Lat: 32.999439, Lng: -96.768253), Route carried "on" structure: Other road 190, Year Built: 1999, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 59,366 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 83,223 (year 2038), Design Load: HS 20, Features Intersected: COIT RD, Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.099, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), 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: 35.1m (115.2ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)

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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309B6650001, Location: 0.10 MI E OF DALLAS TLWY (Lat: 32.992236, Lng: -96.826906), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,890 (year 2011), Average Future Daily Traffic: 5,000 (year 2031), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: BRIARGROVE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309C4970001, Location: 0.05 MI S OF FRANKFORD RD (Lat: 32.997108, Lng: -96.767697), Route carried "on" structure: City street , Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 48,000 (year 2011), Average Future Daily Traffic: 90,470 (year 2031), Features Intersected: E FORK MCKAMY BRANCH, Facility Carried by Structure: COIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.437, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)

Condition: Channel: Fair, Culverts: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2023

Structure Number: 1804309D0470001, Location: 0.50 MI S OF FRANKFORD RD (Lat: 32.990581, Lng: -96.829394), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 25,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 31,800 (year 2031), Design Load: HS 20, Features Intersected: TRINITY MILLS RD, Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 8, Lanes under structure: 7, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309D0470002, Location: 0.40 MI S OF FRANKFORD RD (Lat: 33.094922, Lng: -96.811533), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 25,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 31,800 (year 2031), Design Load: HS 20, Features Intersected: BRIARGROVE LN, Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 29.0m (95.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.8m (101.0ft)

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: 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: March 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309D0470003, Location: 0.20 MI S OF FRANKFORD RD (Lat: 32.994175, Lng: -96.828908), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25,900 (year 2011), Average Future Daily Traffic: 31,800 (year 2031), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 16, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 49.4m (162.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: May 2023

Structure Number: 1804309D0470004, Location: 0.65 MI N OF FRANKFORD RD (Lat: 33.007044, Lng: -96.828981), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 30,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2031), Design Load: HS 20, Features Intersected: HAVERWOOD LN, Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 8, Lanes under structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 35.7m (117.1ft), Skew: 30 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: 21.3m (69.9ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.2m (122.0ft)

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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309D0470011, Location: 0.40 MI N OF BRIARGROVE (Lat: 32.997906, Lng: -96.829178), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 25,900 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 31,800 (year 2031), Design Load: HS 20, Features Intersected: FRANKFORD RD, Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 8, Lanes under structure: 11, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 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: 34.4m (112.9ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309D0778001, Location: 0.10 MI W OF COIT RD (Lat: 32.994508, Lng: -96.769331), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,927 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 2,800 (year 2031), Features Intersected: EAST FORK MCKAMY BRANCH, Facility Carried by Structure: OSAGE PLAZA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 3.2m (10.5ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023

Structure Number: 1804309D1680001, Location: 0.20 MI S OF FRANKFORD RD (Lat: 32.994531, Lng: -96.793611), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 5,880 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 4,000 (year 2031), Features Intersected: MCKAMY BRANCH, Facility Carried by Structure: DAVENPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft)

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: March 2023

Structure Number: 1804309D4280001, Location: 0.40 MI S OF FRANKFORD RD (Lat: 32.991886, Lng: -96.775214), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 990 (year 2030), Design Load: HL 93, Features Intersected: EAST FORK MCKAMY BRANCH, Facility Carried by Structure: DICKERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309F8100001, Location: 0.65 MI E OF PRESTON RD (Lat: 32.997822, Lng: -96.787478), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 12,000 (year 2011), Average Future Daily Traffic: 15,000 (year 2031), Features Intersected: MCKAMY BRANCH, Facility Carried by Structure: FRANKFORD RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.896, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Bridge Improvement Cost: 9,000ドル, Roadway Improvement Cost: 2,000ドル, Total Project Cost: 11,000ドル, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309F8100002, Location: 0.65 MI E OF PRESTON RD (Lat: 32.997808, Lng: -96.787486), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 12,000 (year 2011), Average Future Daily Traffic: 15,000 (year 2031), Features Intersected: MCKAMY BRANCH, Facility Carried by Structure: FRANKFORD RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.896, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Bridge Improvement Cost: 9,000ドル, Roadway Improvement Cost: 2,000ドル, Total Project Cost: 11,000ドル, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309F8100003, Location: 0.95 MI E OF DALLAS TLWY (Lat: 32.998256, Lng: -96.814817), Route carried "on" structure: City street 31, Year Built: 1987, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 28,238 (year 2019), Average Future Daily Traffic: 31,000 (year 2031), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK, Facility Carried by Structure: FRANKFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Bridge Improvement Cost: 66,000ドル, Roadway Improvement Cost: 17,000ドル, Total Project Cost: 83,000ドル, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309F8100008, Location: 0.20 MI W OF DN TOLLWAY (Lat: 32.997508, Lng: -96.832711), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20,000 (year 2011), Average Future Daily Traffic: 23,000 (year 2031), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: FRANKFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.221, Lanes on structure: 6, 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: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 33.0m (108.3ft)

Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2023, Bridge Improvement Cost: 8,000ドル, Roadway Improvement Cost: 2,000ドル, Total Project Cost: 10,000ドル, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 1804309F8100009, Location: 0.10 MI E OF PRESTON RD (Lat: 32.998192, Lng: -96.795622), Route carried "on" structure: City street 31, Year Built: 1986, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 28,374 (year 2018), Average Future Daily Traffic: 31,000 (year 2031), Features Intersected: MCKAMY BRANCH TRIBUTARY, Facility Carried by Structure: FRANKFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.877, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023

Structure Number: 1804309G1630001, Location: 0.05 MI E OF PRESTON RD (Lat: 33.002589, Lng: -96.794517), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 2,789 (year 2014), Average Future Daily Traffic: 4,900 (year 2031), Features Intersected: MCKAMY BRANCH TRIBUTARY, Facility Carried by Structure: GENSTAR LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 24.9m (81.7ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023

Structure Number: 1804309G1870001, Location: 0.05 MI S OF FRANKFORD RD (Lat: 32.996817, Lng: -96.832072), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,600 (year 2031), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: GIBBONS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309H1420001, Location: 0.30 MI SE OF HILTON HEAD (Lat: 32.987539, Lng: -96.823056), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 492 (year 2019), Average Future Daily Traffic: 1,300 (year 2031), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: HARBOR TOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309H6090001, Location: 0.10 MI N OF FRANKFORD RD (Lat: 32.999381, Lng: -96.785011), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 17,058 (year 2019), Average Future Daily Traffic: 11,000 (year 2031), Features Intersected: MCKAMY BRANCH, Facility Carried by Structure: HILLCREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Bridge Improvement Cost: 18,000ドル, Roadway Improvement Cost: 5,000ドル, Total Project Cost: 23,000ドル, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309H6090004, Location: 0.10 MI N OF MCCALLUM BLV (Lat: 32.988797, Lng: -96.783961), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,030 (year 2011), Average Future Daily Traffic: 11,000 (year 2031), Features Intersected: EAST FORK MCKAMY BRANCH, Facility Carried by Structure: HILLCREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair, Superstructure: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Bridge Improvement Cost: 12,000ドル, Roadway Improvement Cost: 3,000ドル, Total Project Cost: 15,000ドル, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309M2980001, Location: 0.10 MI W OF HILLCREST RD (Lat: 32.987994, Lng: -96.785683), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,000 (year 2011), Average Future Daily Traffic: 5,100 (year 2031), Design Load: HS 20, Features Intersected: EAST FORK MCKAMY BRANCH, Facility Carried by Structure: MCCALLUM BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Bridge Improvement Cost: 4,000ドル, Roadway Improvement Cost: 1,000ドル, Total Project Cost: 5,000ドル, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309M2980002, Location: 0.10 MI W OF HILLCREST RD (Lat: 32.987878, Lng: -96.785667), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,505 (year 2011), Average Future Daily Traffic: 8,000 (year 2031), Features Intersected: EAST FORK MCKAMY BRANCH, Facility Carried by Structure: MCCALLUM BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2023, Bridge Improvement Cost: 4,000ドル, Roadway Improvement Cost: 1,000ドル, Total Project Cost: 5,000ドル, Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1804309M4260001, Location: 0.20 MI NW OF MCCALLUM (Lat: 32.990592, Lng: -96.779975), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,531 (year 2014), Average Future Daily Traffic: 3,100 (year 2031), Features Intersected: EAST FORK MCKAMY BRANCH, Facility Carried by Structure: MEANDERING WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: March 2023, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

(追記) (追記ここまで)