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

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Structure Number: 1805709H9000001,  Location: 0.10 MI N OF IH 30 (Lat: 32.795303,  Lng: -96.711247),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,700 (year 2034),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: HUNNICUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Fair,  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,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000

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Structure Number: 1805709I3150001,  Location: 0.02 MI E OF DENTON RD (Lat: 32.902433,  Lng: -96.890033),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 910 (year 2011),  Average Future Daily Traffic: 1,420 (year 2031),  Features Intersected: RICHARDS BRANCH,  Facility Carried by Structure: INDIAN TRAIL
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),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: 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: 1805709I3600001,  Location: AT TURTLE CREEK BLVD (Lat: 32.796294,  Lng: -96.824069),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,201 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,081 (year 2037),  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: MARKET CENTER NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 3,  Base Highway Network: Yes,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $151,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709I3600002,  Location: AT TURTLE CREEK BLVD (Lat: 32.796300,  Lng: -96.824058),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,201 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,081 (year 2037),  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: MARKET CENTER SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 4,  Base Highway Network: Yes,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.6m (51.2ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1805709I5100002,  Location: 0.7 MILES SOUTH OF IH 35E (Lat: 32.793319,  Lng: -96.856025),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 117.04m (383.99ft),  Average Daily Traffic: 31,358 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,910 (year 2037),  Design Load: HS 20,  Features Intersected: TRINITY RIVER,  Facility Carried by Structure: INWOOD/HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.508,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 31,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709I5100009,  Location: 50 FT S OF NORTHWEST HWY (Lat: 32.866131,  Lng: -96.822247),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 26,889 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,644 (year 2037),  Features Intersected: FREEMAN BRANCH,  Facility Carried by Structure: INWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.483,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: Febuary 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: Bituminous

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Structure Number: 1805709I5100015,  Location: 0.13 MI S OF WALNUT HILL (Lat: 32.878222,  Lng: -96.821103),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,619 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,066 (year 2037),  Features Intersected: BROWNING BRANCH,  Facility Carried by Structure: INWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.562,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000

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Structure Number: 1805709I6900001,  Location: 0.1 MI W OF SYLVAN AVE (Lat: 32.796403,  Lng: -96.835747),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 7,638 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,693 (year 2037),  Features Intersected: OLD RIVER CHANNEL,  Facility Carried by Structure: IRVING BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709I6900002,  Location: 0.1 MI W OF SYLVAN AVE (Lat: 32.796400,  Lng: -96.835775),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 7,638 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,693 (year 2037),  Features Intersected: OLD RIVER CHANNEL,  Facility Carried by Structure: IRVING BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 15.1m (49.5ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709I6900003,  Location: 0.1 MI W OF INWOOD RD (Lat: 32.809214,  Lng: -96.852072),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 16,406 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,052 (year 2037),  Features Intersected: KNIGHTS BRANCH,  Facility Carried by Structure: IRVING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.977,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: April 2021

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Structure Number: 1805709J0120001,  Location: 1.55 MI NW OF IH 20W (Lat: 32.673583,  Lng: -96.747175),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,800 (year 2011),  Average Future Daily Traffic: 5,040 (year 2031),  Features Intersected: WILSON BRANCH,  Facility Carried by Structure: J J LEMMON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709J0120002,  Location: 0.65 MI NW OF IH 20 (Lat: 32.662450,  Lng: -96.740617),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 2,352 (year 2019),  Average Future Daily Traffic: 760 (year 2031),  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: J J LEMMON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J1480003,  Location: 0.4 MI NW of Ferguson (Lat: 32.812969,  Lng: -96.702469),  Route carried "on" structure: City street 239,  Year Built: 2018,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,250 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HL 93,  Features Intersected: South Fork Ash Creek,  Facility Carried by Structure: Lakeland Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J1480004,  Location: 0.3 mi NW of Ferguson Rd (Lat: 32.814903,  Lng: -96.704803),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2031),  Design Load: HS 20,  Features Intersected: Ash Creek,  Facility Carried by Structure: Lakeland Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J3480007,  Location: 0.40 MI W OF LP 12 (Lat: 32.747939,  Lng: -96.925419),  Route carried "on" structure: City street 223,  Year Built: 1930,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 17.56m (57.61ft),  Average Daily Traffic: 7,000 (year 2011),  Average Future Daily Traffic: 9,000 (year 2031),  Features Intersected: MOUNTAIN CREEK,  Facility Carried by Structure: JEFFERSON BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.070,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  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: 17.56m (57.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J3480009,  Location: AT WESTMORELAND INT (Lat: 32.744392,  Lng: -96.872894),  Route carried "on" structure: City street 223,  Year Built: 1956,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 14,000 (year 2011),  Average Future Daily Traffic: 16,000 (year 2031),  Features Intersected: COOMBS CREEK,  Facility Carried by Structure: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.381,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: April 2021

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Structure Number: 1805709J3480011,  Location: 0.7 MI N OF SH 180 (Lat: 32.760875,  Lng: -96.812925),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 27.55m (90.39ft),  Average Daily Traffic: 500 (year 2012),  Average Future Daily Traffic: 600 (year 2032),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  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: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J3960001,  Location: 0.04 MI W OF PRAIRIE CRK (Lat: 32.754614,  Lng: -96.666083),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 2,330 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,500 (year 2031),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: JENNIE LEE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J5760001,  Location: 0.80 MI S OF IH 30 (Lat: 32.781811,  Lng: -96.700114),  Route carried "on" structure: City street 167,  Year Built: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,300 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,000 (year 2031),  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: JIM MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.333,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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

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Structure Number: 1805709J5760002,  Location: 0.30 MI S OF SH 352 (Lat: 32.759292,  Lng: -96.701794),  Route carried "on" structure: City street 167,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,200 (year 2011),  Average Future Daily Traffic: 15,000 (year 2031),  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: JIM MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.782,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 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: 1.8m (5.9ft),  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: January 2021

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Structure Number: 1805709J6360001,  Location: AT ABLES RD (Lat: 32.892786,  Lng: -96.894222),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,809 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,332 (year 2037),  Features Intersected: GALLOWAY BRANCH,  Facility Carried by Structure: JOE FIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  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: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  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: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J6360002,  Location: 0.40 MI W OF IH 35E (Lat: 32.893011,  Lng: -96.905094),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 3,809 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,332 (year 2037),  Features Intersected: RICHARDS BRANCH,  Facility Carried by Structure: JOE FIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  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: 13.7m (44.9ft),  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: 14.8m (48.6ft)

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: 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

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Structure Number: 1805709J7870001,  Location: 0.45 MI SW OF FOOTHILL DR (Lat: 32.666608,  Lng: -96.633811),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 480 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 950 (year 2031),  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: JORDAN VALLEY RD
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),  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: 1.7m (5.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709J9960001,  Location: 0.20 MI S JEFFERSON BLVD (Lat: 32.743106,  Lng: -96.911717),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 120 (year 2011),  Average Future Daily Traffic: 150 (year 2031),  Features Intersected: ARCADIA CREEK,  Facility Carried by Structure: JUSTIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709K0900001,  Location: 0.1 MI WEST OF PRESTON RD (Lat: 32.970497,  Lng: -96.805550),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 7,551 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,571 (year 2037),  Features Intersected: WHITE ROCK CREEK,  Facility Carried by Structure: KELLER SPRINGS WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709K0900003,  Location: 0.1 MI WEST OF PRESTON RD (Lat: 32.970519,  Lng: -96.805575),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 15.67m (51.41ft),  Average Daily Traffic: 1,500 (year 2011),  Average Future Daily Traffic: 2,000 (year 2031),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK,  Facility Carried by Structure: KELLER SPRINGS EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

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: 15.67m (51.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709K1000001,  Location: 0.25 MI NW OF GRAND AVE (Lat: 32.769308,  Lng: -96.781194),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: HARWOOD STREET,  Facility Carried by Structure: KELLY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 1805709K2550001,  Location: 0.05 MI E OF LOOP 12 (Lat: 32.705761,  Lng: -96.902478),  Route carried "on" structure: City street 227,  Year Built: 1979,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 11,500 (year 2011),  Average Future Daily Traffic: 14,000 (year 2031),  Features Intersected: DART (BNSF) RR,  Facility Carried by Structure: KIEST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.953,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  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: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709K2550002,  Location: 0.75 MI E OF LOOP 12 (Lat: 32.705803,  Lng: -96.890533),  Route carried "on" structure: City street 227,  Year Built: 1960,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 13,000 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: KIEST BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.080,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  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,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709K2550003,  Location: 0.75 MI E OF LOOP 12 (Lat: 32.705792,  Lng: -96.890556),  Route carried "on" structure: City street 227,  Year Built: 1962,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,000 (year 2011),  Average Future Daily Traffic: 13,000 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: KIEST BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.080,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.9m (45.6ft)

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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1805709K2550004,  Location: 0.1 MI W OF HAMPTON RD (Lat: 32.705622,  Lng: -96.859136),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 15,500 (year 2011),  Average Future Daily Traffic: 18,000 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: KIEST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.057,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709K2550005,  Location: 0.10 MI NE OF SH 342 (Lat: 32.708897,  Lng: -96.801253),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 15.12m (49.61ft),  Average Daily Traffic: 13,102 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,580 (year 2031),  Features Intersected: LANCASTER KIEST SHOP CTR,  Facility Carried by Structure: E KIEST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 10,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: 15.12m (49.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709K2550006,  Location: 0.7 MI W OF MTN CRK PKWY (Lat: 32.707989,  Lng: -96.954542),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 226.31m (742.49ft),  Average Daily Traffic: 5,258 (year 2020),  Average Future Daily Traffic: 11,000 (year 2031),  Features Intersected: MOUNTAIN CREEK LAKE,  Facility Carried by Structure: SPUR 303/TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 99,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709K4170001,  Location: 0.1 MI S OF REGAL ROW (Lat: 32.835781,  Lng: -96.871597),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 821 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,149 (year 2037),  Features Intersected: DRAINAGE CHANNEL,  Facility Carried by Structure: KING GEORGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  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: 3,  Length of Maximum Span: 3.0m (9.8ft)

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: 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: 1805709K4300001,  Location: 0.2 MI N OF SINGLETON BLV (Lat: 32.781864,  Lng: -96.865694),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,900 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,075 (year 2039),  Features Intersected: Fish Trap Drainage Outle,  Facility Carried by Structure: Kingbridge St.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  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: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805709K4450001,  Location: 0.1 M E OF CEDAR SPRINGS (Lat: 32.819067,  Lng: -96.820225),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 340 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 340 (year 2037),  Features Intersected: CEDAR BRANCH,  Facility Carried by Structure: KINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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: Febuary 2021

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Structure Number: 1805709K4750001,  Location: 0.25 MI W OF SH 342 (Lat: 32.687683,  Lng: -96.795047),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 110 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: TRIB OF FIVE MILE CREEK,  Facility Carried by Structure: KINGSLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  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: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.9m (39.0ft)

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

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Structure Number: 1805709K4800005,  Location: 0.2 MI E OF SKILLMAN (Lat: 32.878764,  Lng: -96.732619),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 16,510 (year 2011),  Average Future Daily Traffic: 22,074 (year 2031),  Design Load: HS 20,  Features Intersected: JACKSON BRANCH,  Facility Carried by Structure: WALNUT HILL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.850,  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: 3,  Length of Maximum Span: 18.3m (60.0ft),  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: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709K4800006,  Location: 0.25 MI E OF SKILLMAN ST (Lat: 32.878767,  Lng: -96.730869),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 10,880 (year 2015),  Average Future Daily Traffic: 12,000 (year 2035),  Design Load: HS 20,  Features Intersected: DART BLUE LINE,  Facility Carried by Structure: WALNUT HILL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.010,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.0m (91.9ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place