Bridge Statistics for Dallas, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1805709W3500006,  Location: 0.05 MI N OF KIEST BLVD (Lat: 32.706653,  Lng: -96.874511),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,500 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: WESTMORELAND RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.069,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709W3500007,  Location: 0.05 MI N OF KIEST BLVD (Lat: 32.706675,  Lng: -96.874550),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,500 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: WESTMORELAND RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.069,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W3670001,  Location: 0.7 MI W of S Lancaster (Lat: 32.650122,  Lng: -96.793872),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 176 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 246 (year 2039),  Features Intersected: BARNEY BRANCH,  Facility Carried by Structure: E WHEATLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 1805709W3670002,  Location: 0.4 MI W of S Lancaster (Lat: 32.652078,  Lng: -96.789964),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 176 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 246 (year 2039),  Design Load: HL 93,  Features Intersected: TRIB RUNYON SPRINGS BR,  Facility Carried by Structure: E WHEATLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805709W3760004,  Location: 0.15 MI E of Hampton Rd (Lat: 32.647719,  Lng: -96.854403),  Route carried "on" structure: City street 254,  Year Built: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,700 (year 2011),  Average Future Daily Traffic: 6,000 (year 2031),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: WHEATLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.817,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Poor,  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: April 2021

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Structure Number: 1805709W3760005,  Location: 0.35 MI W OF POLK ST (Lat: 32.647550,  Lng: -96.846158),  Route carried "on" structure: City street 254,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,700 (year 2011),  Average Future Daily Traffic: 6,000 (year 2031),  Features Intersected: WOODY BRANCH TRIB,  Facility Carried by Structure: WHEATLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1805709W3760006,  Location: 0.45 MI W OF IH 35E (Lat: 32.647425,  Lng: -96.831239),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,640 (year 2011),  Average Future Daily Traffic: 6,540 (year 2031),  Features Intersected: RICKETTS BRANCH,  Facility Carried by Structure: W WHEATLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.162,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805709W4020001,  Location: 0.40 MI S OF KINGSLEY RD (Lat: 32.871831,  Lng: -96.728669),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,870 (year 2015),  Average Future Daily Traffic: 3,000 (year 2035),  Design Load: HS 20,  Features Intersected: MCCREE BRANCH,  Facility Carried by Structure: WHITE ROCK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  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,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805709W4170001,  Location: 0.65 MI E OF ABRAMS RD (Lat: 32.901092,  Lng: -96.727597),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 7,400 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,150 (year 2031),  Design Load: HS 20,  Features Intersected: JACKSON BRANCH,  Facility Carried by Structure: WHITEHURST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb 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: 17.4m (57.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W4170002,  Location: 0.75 MI E OF ABRAMS RD (Lat: 32.900403,  Lng: -96.725642),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 7,650 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,150 (year 2031),  Features Intersected: AUDELIA BRANCH,  Facility Carried by Structure: WHITEHURST DR
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W4970005,  Location: 0.9 MI N OF NORTHGATE DR (Lat: 32.856239,  Lng: -96.916100),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Posted for load,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,392 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,370 (year 2037),  Features Intersected: ELM FORK TRINITY RIVER,  Facility Carried by Structure: WILDWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.921,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W5070001,  Location: 0.05 MI W OF BALCH DR (Lat: 32.710517,  Lng: -96.770219),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 99 (year 2011),  Average Future Daily Traffic: 320 (year 2031),  Features Intersected: HONEY SPRINGS BRANCH,  Facility Carried by Structure: WILHURT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 19.7m (64.6ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709W5200001,  Location: 0.2 MI S OF MOCKINGBIRD (Lat: 32.836344,  Lng: -96.741839),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,770 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,500 (year 2035),  Features Intersected: MC COMMAS CREEK,  Facility Carried by Structure: WILLIAMSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W5200002,  Location: 0.3 MI S OF MOCKINGBIRD (Lat: 32.834917,  Lng: -96.739958),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,969 (year 2015),  Average Future Daily Traffic: 4,800 (year 2035),  Features Intersected: MCCOMMAS CREEK,  Facility Carried by Structure: WILLIAMSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W5200003,  Location: 0.5 MI S OF MOCKINGBIRD (Lat: 32.833506,  Lng: -96.738414),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,070 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,634 (year 2035),  Features Intersected: MCCOMMAS CREEK,  Facility Carried by Structure: WILLIAMSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W5350001,  Location: 0.13 MI W OF HARRY HINES (Lat: 32.861628,  Lng: -96.882736),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 5,356 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,498 (year 2037),  Features Intersected: JOES CREEK,  Facility Carried by Structure: WILLOWBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W5520001,  Location: 0.2 MI W OF DALLAS TOLLWY (Lat: 32.914192,  Lng: -96.821039),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 727 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,017 (year 2037),  Features Intersected: BACHMAN CREEK,  Facility Carried by Structure: WILLOW LANE
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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.3m (50.2ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W6170001,  Location: 0.02 MI S OF CANADA DR (Lat: 32.787275,  Lng: -96.839575),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 974 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,363 (year 2037),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: N WINNETKA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W6300002,  Location: 0.15 MI NW OF SH 78 (Lat: 32.814656,  Lng: -96.729103),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,053 (year 2020),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK BRANCH,  Facility Carried by Structure: WINSTED DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 1805709W7280001,  Location: 0.3 MI N OF FOREST LN (Lat: 32.913303,  Lng: -96.714953),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2011),  Average Future Daily Traffic: 550 (year 2031),  Design Load: HS 20,  Features Intersected: AUDELIA BRANCH TRIB,  Facility Carried by Structure: WOODBRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1805709W7280002,  Location: 0.2 MI N OF FOREST LN (Lat: 32.911875,  Lng: -96.715181),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,050 (year 2011),  Average Future Daily Traffic: 567 (year 2031),  Design Load: HS 20,  Features Intersected: AUDELIA BRANCH TRIB,  Facility Carried by Structure: WOODBRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709W7550001,  Location: 0.25 MI W OF MARSALIS AVE (Lat: 32.722753,  Lng: -96.818786),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,980 (year 2011),  Average Future Daily Traffic: 3,560 (year 2031),  Features Intersected: CEDAR CREEK TRIBUTARY,  Facility Carried by Structure: E WOODIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $27,000

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Structure Number: 1805709W7750001,  Location: 150 FT N OF LA PRADA DR (Lat: 32.843192,  Lng: -96.635936),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,760 (year 2015),  Average Future Daily Traffic: 7,760 (year 2035),  Features Intersected: LONG BRANCH,  Facility Carried by Structure: WOODMEADOW PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.828,  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: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W7750002,  Location: 150 FT N OF LA PRADA DR (Lat: 32.843094,  Lng: -96.636019),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,760 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,760 (year 2035),  Features Intersected: LONG BRANCH,  Facility Carried by Structure: WOODMEADOW PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.828,  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: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.5m (31.2ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W8260001,  Location: 0.55 MI NE OF US 175 (Lat: 32.678858,  Lng: -96.588447),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,230 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,000 (year 2031),  Design Load: HS 20,  Features Intersected: GOFF BRANCH,  Facility Carried by Structure: WOODY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  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: 17.3m (56.8ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709W8620001,  Location: 0.04 MI N OF IRVING BLVD (Lat: 32.796992,  Lng: -96.833639),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,619 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,466 (year 2037),  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: WYCLIFF AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.679,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709W8620002,  Location: 0.04 MI N OF IRVING BLVD (Lat: 32.796989,  Lng: -96.833622),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,619 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,466 (year 2037),  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: WYCLIFF AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.679,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709W8770001,  Location: 0.2 MI E OF COCKRELL HILL (Lat: 32.713969,  Lng: -96.888300),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2031),  Features Intersected: FIVE MILE CREEK TRIB,  Facility Carried by Structure: WYOMING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1805709Y3450003,  Location: 0.40 MI E OF SH 310 (Lat: 32.680400,  Lng: -96.725356),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,043 (year 2014),  Truck Traffic: 80%,  Average Future Daily Traffic: 2,200 (year 2031),  Features Intersected: FIVE MILE CREEK TRIB,  Facility Carried by Structure: YOUNGBLOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709Z0540009,  Location: 0.90 MI N OF W ILLINOIS (Lat: 32.732222,  Lng: -96.825861),  Route carried "on" structure: Spur City street 354,  Year Built: 1941,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 10,390 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 18,700 (year 2031),  Features Intersected: CEDAR CREEK & DART RR,  Facility Carried by Structure: ZANG BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $49,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570AA022005,  Location: 6.20 MI NE OF IH 45 (Lat: 32.647639,  Lng: -96.618806),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,017 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,500 (year 2031),  Features Intersected: OAKWOOD BRANCH,  Facility Carried by Structure: BELT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.963,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 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: 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: Febuary 2021

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Structure Number: 180570AA0266001,  Location: 0.35 MI SE OF BELTLINE RD (Lat: 32.649153,  Lng: -96.611369),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 280 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 620 (year 2031),  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: BECKETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570AA1226001,  Location: 0.08 MI SE of SH 342 (Lat: 32.564253,  Lng: -96.764444),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 2041),  Features Intersected: TRIB TENMILE CREEK,  Facility Carried by Structure: BRADBERRY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570AA1227001,  Location: 0.02 MI E of SH 342 (Lat: 32.566903,  Lng: -96.763222),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 231 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 462 (year 2039),  Features Intersected: TRIB TENMILE CREEK,  Facility Carried by Structure: EDGEWATER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 15.5m (50.9ft)

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,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570B13359007,  Location: 0.10 MI S OF IH 635 (Lat: 32.865422,  Lng: -96.665828),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 85,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 119,700 (year 2035),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: SHILOH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.672,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 180570B13508019,  Location: 0.50 MI S OF IH 30 (Lat: 32.833561,  Lng: -96.595728),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 14,300 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,000 (year 2031),  Features Intersected: DUCK CREEK,  Facility Carried by Structure: BELT LINE RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.947,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.3m (40.4ft)

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: 7.53m (24.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570B1350802,  Location: 0.50 MI S OF IH 30 (Lat: 32.833553,  Lng: -96.595681),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 14,300 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,000 (year 2031),  Features Intersected: DUCK CREEK,  Facility Carried by Structure: BELT LINE RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.947,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  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: 7.53m (24.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570D05410012,  Location: 0.2 MI S OF BELT LINE RD (Lat: 32.950597,  Lng: -96.958106),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 13,377 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,730 (year 2037),  Design Load: HS 20,  Features Intersected: GRAPEVINE CREEK,  Facility Carried by Structure: MACARTHUR BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570D05410013,  Location: 0.2 MI S OF BELT LINE RD (Lat: 32.950628,  Lng: -96.957786),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 13,377 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,730 (year 2037),  Design Load: HS 20,  Features Intersected: GRAPEVINE CREEK,  Facility Carried by Structure: MACARTHUR BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570D08570001,  Location: 1.2 MI E OF LOOP 12 (Lat: 32.806758,  Lng: -96.902097),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 54.07m (177.40ft),  Average Daily Traffic: 13,461 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,845 (year 2037),  Design Load: HS 20,  Features Intersected: ELM FORK TRINITY RIVER,  Facility Carried by Structure: E IRVING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 22,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels