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

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Structure Number: 1805709C0510003,  Location: 0.2 MI W OF DAVEN PORT RD (Lat: 32.979378,  Lng: -96.798606),  Route carried "on" structure: City street 73,  Year Built: 1976,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 19,610 (year 2011),  Average Future Daily Traffic: 10,173 (year 2031),  Design Load: HS 20,  Features Intersected: MCKAMY BRANCH,  Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  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: 2,  Length of Maximum Span: 22.9m (75.1ft),  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: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805709C0520001,  Location: 0.3 MI E OF FM 1382 (Lat: 32.658422,  Lng: -96.974894),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,700 (year 2011),  Average Future Daily Traffic: 4,700 (year 2031),  Features Intersected: MOUNTAIN CREEK TRIB,  Facility Carried by Structure: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1805709C0520002,  Location: 0.23 MI E OF US 67 (Lat: 32.662236,  Lng: -96.866328),  Route carried "on" structure: City street 232,  Year Built: 1973,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 12,000 (year 2011),  Average Future Daily Traffic: 16,000 (year 2031),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  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: 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: 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: 1805709C0520003,  Location: 0.30 MI W OF POLK ST (Lat: 32.662275,  Lng: -96.845222),  Route carried "on" structure: City street 232,  Year Built: 1973,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 12,000 (year 2011),  Average Future Daily Traffic: 16,000 (year 2031),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.967,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft)

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: April 2021

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Structure Number: 1805709C0520005,  Location: 0.55 MI E OF IH 35E (Lat: 32.662367,  Lng: -96.814408),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 12,527 (year 2014),  Average Future Daily Traffic: 15,450 (year 2031),  Features Intersected: RICKETTS BRANCH,  Facility Carried by Structure: CAMP WISDOM RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.335,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 1805709C0520012,  Location: 0.15 MI W OF US 67 (Lat: 32.662608,  Lng: -96.872611),  Route carried "on" structure: City street 232,  Year Built: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 22,329 (year 2019),  Average Future Daily Traffic: 16,000 (year 2031),  Features Intersected: TRIB OF WOODY BRANCH,  Facility Carried by Structure: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.392,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  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: 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: 1805709C0520022,  Location: 0.7 MI W OF FM 1382 (Lat: 32.652033,  Lng: -96.990275),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,964 (year 2014),  Average Future Daily Traffic: 4,700 (year 2031),  Features Intersected: MOUNTAIN CREEK,  Facility Carried by Structure: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  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: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 20.0 - 29.9% below),  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $449,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709C0520023,  Location: 0.48 MI W OF FM 1382 (Lat: 32.652622,  Lng: -96.988097),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,964 (year 2014),  Average Future Daily Traffic: 4,700 (year 2031),  Features Intersected: MOUNTAIN CREEK TRIB,  Facility Carried by Structure: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 10.7m (35.1ft),  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: Meets minimum limits,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709C0520024,  Location: 0.1 MI E OF FM 1382 (Lat: 32.656567,  Lng: -96.979078),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,700 (year 2011),  Average Future Daily Traffic: 4,700 (year 2031),  Features Intersected: MOUNTAIN CREEK TRIB,  Facility Carried by Structure: CAMP WISDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

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: 1805709C0520025,  Location: 0.55 MI E OF IH 35E (Lat: 32.662322,  Lng: -96.814436),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 12,527 (year 2014),  Average Future Daily Traffic: 21,560 (year 2031),  Features Intersected: RICKETTS BRANCH,  Facility Carried by Structure: CAMP WISDOM RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.726,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 3.29m (10.79ft),  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

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Structure Number: 1805709C0520026,  Location: 1.90 MI E OF IH 35E (Lat: 32.663114,  Lng: -96.790539),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,900 (year 2011),  Average Future Daily Traffic: 10,630 (year 2031),  Features Intersected: RICKETTS BRANCH TRIB,  Facility Carried by Structure: CAMP WISDOM RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.589,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 0.8m (2.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1805709C0520027,  Location: 1.90 MI E OF IH 35E (Lat: 32.663075,  Lng: -96.790539),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,900 (year 2011),  Average Future Daily Traffic: 10,630 (year 2031),  Features Intersected: RICKETTS BRANCH TRIB,  Facility Carried by Structure: CAMP WISDOM RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.589,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 0.8m (2.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1805709C0590001,  Location: 0.4 MI E OF WESTMORELAND (Lat: 32.792681,  Lng: -96.866583),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,953 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,134 (year 2037),  Features Intersected: TRINITY RIVER TRIBUTARY,  Facility Carried by Structure: CANADA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.927,  Lanes on structure: 2,  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: 1.5m (4.9ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  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,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 1805709C0970001,  Location: 0.45 MI S OF LINFIELD RD (Lat: 32.711450,  Lng: -96.747956),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,350 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,430 (year 2031),  Features Intersected: HONEY SPRINGS BRANCH,  Facility Carried by Structure: CARBONDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 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: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.1m (49.5ft)

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

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Structure Number: 1805709C2050001,  Location: 0.55 MI SW OF IH 45 (Lat: 32.757497,  Lng: -96.780094),  Route carried "on" structure: City street 185,  Year Built: 1952,  Status: Open,  Structure Length: 21.09m (69.19ft),  Average Daily Traffic: 19,470 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,840 (year 2031),  Features Intersected: S LAMAR ST & UP RR,  Facility Carried by Structure: CEDAR CREST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.09m (69.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $78,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709C2050002,  Location: 1.00 MI SW OF IH 45 (Lat: 32.747514,  Lng: -96.785719),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 78.88m (258.79ft),  Average Daily Traffic: 19,470 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,000 (year 2031),  Features Intersected: TRINITY RIVER,  Facility Carried by Structure: CEDAR CREST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.102,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 44,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 78.88m (258.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709C2270001,  Location: 0.5 MI S. OF MOCKINGBIRD (Lat: 32.827722,  Lng: -96.833586),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,063 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,252 (year 2037),  Features Intersected: KNIGHTS BRANCH,  Facility Carried by Structure: CEDAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 2.1m (6.9ft),  Right: 2.1m (6.9ft)

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,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $37,000

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Structure Number: 1805709C2270002,  Location: 0.1 MI NW OF KINGS ROAD (Lat: 32.819078,  Lng: -96.820794),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 14,104 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,887 (year 2037),  Features Intersected: CEDAR BRANCH,  Facility Carried by Structure: CEDAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: 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: 1805709C2270003,  Location: 0.2 MI NW OF WYCLIFF AVE (Lat: 32.816131,  Lng: -96.817736),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 12,777 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,887 (year 2037),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY,  Facility Carried by Structure: CEDAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709C2270004,  Location: 0.4 MI SE OF OAK LAWN AVE (Lat: 32.802642,  Lng: -96.805597),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 15,500 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,700 (year 2037),  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: CEDAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 25.7m (84.3ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  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: 1805709C2370001,  Location: 0.75 MI E OF SH 342 (Lat: 32.643094,  Lng: -96.764972),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 730 (year 2011),  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: FLOYD BRANCH,  Facility Carried by Structure: CEDARDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  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: 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: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

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

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Structure Number: 1805709C2370002,  Location: 0.20 MI W OF BONNIE VIEW (Lat: 32.645206,  Lng: -96.754583),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 710 (year 2011),  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: CEDARDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  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: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709C2710001,  Location: NORTH SIDE OF ROYAL LN (Lat: 32.895567,  Lng: -96.875211),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,164 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,629 (year 2037),  Features Intersected: DANIELS CREEK,  Facility Carried by Structure: CHANNEL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: 1805709C2790001,  Location: 0.1 MI W OF WEBB CHAPEL (Lat: 32.871686,  Lng: -96.866222),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 340 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 340 (year 2037),  Features Intersected: JOES CREEK,  Facility Carried by Structure: CHAPEL CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.5m (47.6ft)

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: 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: 1805709C2845001,  Location: 0.05 MI NE OF LASATER RD (Lat: 32.701333,  Lng: -96.571886),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,423 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2031),  Design Load: HS 20,  Features Intersected: S MESQUITE CREEK TRIB,  Facility Carried by Structure: LAWSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.208,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: January 2021

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Structure Number: 1805709C3110001,  Location: 0.1 MI S OF CAMP WISDOM (Lat: 32.660756,  Lng: -96.867800),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,616 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,062 (year 2040),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: CHAUCER PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Poor,  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: October 2021

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Structure Number: 1805709C3290001,  Location: 0.35 MI E OF ABRAMS RD (Lat: 32.915011,  Lng: -96.729672),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,950 (year 2011),  Average Future Daily Traffic: 10,000 (year 2031),  Features Intersected: JACKSON BRANCH,  Facility Carried by Structure: CHIMNEY HILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: 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: 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: December 2020

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Structure Number: 1805709C3330001,  Location: 0.20 MI N OF KIRNWOOD DR (Lat: 32.657867,  Lng: -96.869869),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 4,100 (year 2031),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: CHESTERFIELD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  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: April 2021

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Structure Number: 1805709C3560001,  Location: 0.20 MI SE OF CRESLEDGE D (Lat: 32.874100,  Lng: -96.725764),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,350 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,200 (year 2035),  Features Intersected: MC CREE BRANCH,  Facility Carried by Structure: CHISWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  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: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 1805709C3650001,  Location: 0.05 MI E OF SKILLMAN ST (Lat: 32.886064,  Lng: -96.732258),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,742 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,300 (year 2031),  Design Load: HS 20,  Features Intersected: JACKSON BRANCH,  Facility Carried by Structure: CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 1805709C3910001,  Location: 0.1 MI E OF MAPLE AVE (Lat: 32.816336,  Lng: -96.826069),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 569 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 796 (year 2037),  Features Intersected: CEDAR BRANCH,  Facility Carried by Structure: CLARA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.3m (50.2ft)

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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805709C3950001,  Location: 0.95 MI E OF HAMPTON RD (Lat: 32.735311,  Lng: -96.842094),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 1954,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 800 (year 2011),  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: CLARENDON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  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: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $32,000

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Structure Number: 1805709C3950002,  Location: 0.50 MI W OF IH 35E (Lat: 32.748283,  Lng: -96.803033),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,070 (year 2011),  Average Future Daily Traffic: 1,930 (year 2031),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: W CLARENDON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1805709C3950003,  Location: 0.25 MI NE OF IH 35E (Lat: 32.735356,  Lng: -96.819697),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,151 (year 2019),  Average Future Daily Traffic: 7,970 (year 2031),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: E CLARENDON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

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,  Waterway Adequacy: Equal to 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: 1805709C3950004,  Location: 0.90 MI NE OF IH 35E (Lat: 32.742011,  Lng: -96.812303),  Route carried "on" structure: City street ,  Year Built: 1943,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,430 (year 2011),  Average Future Daily Traffic: 7,970 (year 2031),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: E CLARENDON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

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

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Structure Number: 1805709C3950005,  Location: 0.7 MI NE OF IH 35E (Lat: 32.739094,  Lng: -96.815314),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,151 (year 2019),  Average Future Daily Traffic: 7,970 (year 2031),  Features Intersected: ZOO PEDESTRIAN TUNNEL,  Facility Carried by Structure: E CLARENDON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 61.8m (202.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $74,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805709C4440001,  Location: 0.1 MI N OF CEDARDALE RD (Lat: 32.646036,  Lng: -96.756794),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 130 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Design Load: H 15,  Features Intersected: FLOYD BRANCH,  Facility Carried by Structure: CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $36,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709C4440007,  Location: 0.90 MI E OF BONNIE VIEW (Lat: 32.641297,  Lng: -96.736511),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: MOORELAND CREEK,  Facility Carried by Structure: CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

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

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Structure Number: 1805709C4440008,  Location: 0.70 MI E OF BONNIE VIEW (Lat: 32.641139,  Lng: -96.739842),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: WHITES BRANCH,  Facility Carried by Structure: CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

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: 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: 1805709C4760001,  Location: 0.8 MI N OF WESTGROVE DR (Lat: 32.985522,  Lng: -96.815611),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 486 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 655 (year 2037),  Features Intersected: HALLS BRANCH,  Facility Carried by Structure: CLUB HILL DRIVE
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),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.3m (37.1ft)

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: 1805709C4760002,  Location: 0.5 MI N OF WESTGROVE DR (Lat: 32.985589,  Lng: -96.815589),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 468 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 655 (year 2037),  Features Intersected: HALLS BRANCH,  Facility Carried by Structure: CLUB HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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