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


  • National Bridge Inventory (NBI) Statistics
  • 323Number of bridges
  • 6,362ft / 1,939mTotal length
  • $289,830,000Total costs
  • 5,682,723Total average daily traffic
  • 514,108Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Waco
  • No street view available for this location

New bridges in Waco, TX - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 31920-1929
  • 331930-1939
  • 31940-1949
  • 381950-1959
  • 941960-1969
  • 481970-1979
  • 191980-1989
  • 161990-1999
  • 332000-2009
  • 202010-2019
  • 152020-2022
Reconstructed bridges in Waco, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21940-1949
  • 111950-1959
  • 111960-1969
  • 71970-1979
  • 121980-1989
  • 51990-1999
  • 32000-2009
  • 32010-2019
Average Bridge Daily Traffic in Waco, TX
Average Bridge Truck Traffic in Waco, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 13.4%Excellent
  • 51.9%Very good
  • 19.3%Good
  • 14.4%Satisfactory
  • 1.1%Fair
  • 0.5%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.6%Very good
  • 45.5%Good
  • 30.5%Satisfactory
  • 7.0%Fair
  • 0.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.6%Very good
  • 38.5%Good
  • 38.0%Satisfactory
  • 12.8%Fair
  • 2.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.8%Very good
  • 33.3%Good
  • 49.3%Satisfactory
  • 9.7%Fair
  • 1.9%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 56.2%Good
  • 40.4%Satisfactory
  • 3.4%Fair
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Structure Number: 91610001408505,  Location: 1.20 Mi S of FM 3149 (Lat: 31.711389,  Lng: -97.102794),  Route carried "on" structure: Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 64,268 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 84,260 (year 2033),  Design Load: HS 20,  Features Intersected: Trib Little Tehuacana Cr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 61.3m (201.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020
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Structure Number: 91610001409045,  Location: 0.5 Mi N of US 84 (Lat: 31.588164,  Lng: -97.114153),  Route carried "on" structure: State highway 77,  Year Built: 1931,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,390 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,940 (year 2033),  Design Load: H 15,  Features Intersected: Bellmead Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.882,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610001410047,  Location: 1.0 Mi SE of IH 35 (Lat: 31.562372,  Lng: -97.103717),  Route carried "on" structure: State highway 77,  Year Built: 1933,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 10,252 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,130 (year 2031),  Design Load: H 15,  Features Intersected: Marlin Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610001410091,  Location: 0.8 Mi S of IH 35 (Lat: 31.566981,  Lng: -97.106450),  Route carried "on" structure: Business State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 5,904 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,265 (year 2037),  Design Load: HS 20,  Features Intersected: Orchard Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.951,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9161000141011,  Location: 0.4 Mi SE of IH 35 (Lat: 31.571664,  Lng: -97.109567),  Route carried "on" structure: Business State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 11,807 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,530 (year 2037),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.334,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 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: 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: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001410122,  Location: 0.8 Mi S of IH 35 (Lat: 31.566794,  Lng: -97.106061),  Route carried "on" structure: Business State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 4,410 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,170 (year 2033),  Design Load: HS 20,  Features Intersected: Orchard Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.951,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001410123,  Location: 0.8 Mi N of Brazos River (Lat: 31.562819,  Lng: -97.102803),  Route carried "on" structure: State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,100 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,800 (year 2030),  Features Intersected: Marlin Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610001410125,  Location: 0.4 Mi SE of IH 35 (Lat: 31.571294,  Lng: -97.109075),  Route carried "on" structure: Business State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 5,904 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,265 (year 2037),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.334,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 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: 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: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001410168,  Location: 0.2 Mi N of Brazos River (Lat: 31.555319,  Lng: -97.102272),  Route carried "on" structure: State highway 77,  Year Built: 1961,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 4,853 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,895 (year 2037),  Features Intersected: S MLK Jr Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,400,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001410169,  Location: 0.2 Mi N of Brazos River (Lat: 31.555317,  Lng: -97.102231),  Route carried "on" structure: State highway 77,  Year Built: 1961,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 4,853 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,895 (year 2037),  Features Intersected: S MLK Jr Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,400,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9161000141017,  Location: 0.5 MI N OF FM 434 (Lat: 31.553481,  Lng: -97.102606),  Route carried "on" structure: State highway 77,  Year Built: 1961,  Status: Open,  Structure Length: 27.16m (89.11ft),  Average Daily Traffic: 4,853 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,895 (year 2037),  Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.568,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.95m (111.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $4,300,000,  Roadway Improvement Cost: $1,100,000,  Total Project Cost: $6,500,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001410171,  Location: 0.5 MI N OF FM 434 (Lat: 31.553528,  Lng: -97.102583),  Route carried "on" structure: State highway 77,  Year Built: 1961,  Status: Open,  Structure Length: 27.16m (89.11ft),  Average Daily Traffic: 4,853 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,895 (year 2037),  Design Load: H 20,  Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.568,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.95m (111.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $4,300,000,  Roadway Improvement Cost: $1,100,000,  Total Project Cost: $6,500,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001410321,  Location: 0.2 Mi NE of IH 35 (Lat: 31.525056,  Lng: -97.129981),  Route carried "on" structure: US 77,  Year Built: 1931,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 14,704 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,940 (year 2037),  Design Load: H 15,  Features Intersected: Primrose Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.725,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610001410322,  Location: 0.4 Mi NE of IH 35 (Lat: 31.522344,  Lng: -97.133550),  Route carried "on" structure: State highway 77,  Year Built: 1931,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,485 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,280 (year 2037),  Design Load: H 15,  Features Intersected: Primrose Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.208,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610001501003,  Location: 0.6 MI N OF SH 6 (Lat: 31.501183,  Lng: -97.146017),  Route carried "on" structure: Interstate 35,  Year Built: 1931,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 70,801 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 115,920 (year 2037),  Design Load: H 15,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.742,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 67.5m (221.5ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000
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Structure Number: 91610001501212,  Location: 1.20 Mi N of SH 6 (Lat: 31.507803,  Lng: -97.142825),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 45,827 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 57,960 (year 2037),  Design Load: HS 20,  Features Intersected: New Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.573,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501213,  Location: 1.2 Mi N of SH 6 (Lat: 31.507894,  Lng: -97.142933),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 36,974 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 57,960 (year 2037),  Design Load: HS 20,  Features Intersected: New Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.573,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501216,  Location: At Jct of Irving Lee St (Lat: 31.508456,  Lng: -97.143031),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 111,568 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 156,200 (year 2037),  Design Load: HS 20,  Features Intersected: Primrose Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.158,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610001501217,  Location: 2.5 MI N OF LP 340 (Lat: 31.523992,  Lng: -97.133850),  Route carried "on" structure: State highway 396,  Year Built: 1964,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 9,864 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 13,810 (year 2037),  Design Load: H 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.026,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,600,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $2,400,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501218,  Location: 2.5 MI N OF LP 340 (Lat: 31.524547,  Lng: -97.133636),  Route carried "on" structure: State highway 396,  Year Built: 1964,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 9,864 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 13,810 (year 2037),  Design Load: H 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.027,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.32m (27.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,600,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $2,400,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501259,  Location: 3.2 MI N OF SH 6 (Lat: 31.536331,  Lng: -97.129578),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 72,009 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 94,540 (year 2037),  Design Load: HS 20,  Features Intersected: 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.920,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9161000150126,  Location: 3.2 MI N OF SH 6 (Lat: 31.534233,  Lng: -97.129908),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 63,049 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 94,540 (year 2037),  Design Load: HS 20,  Features Intersected: 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.907,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501261,  Location: 3.1 Mi NE of SH 6 (Lat: 31.535167,  Lng: -97.129964),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 72,009 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 94,540 (year 2037),  Design Load: HS 20,  Features Intersected: 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.767,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501262,  Location: 3.1 Mi NE of SH 6 (Lat: 31.535631,  Lng: -97.129461),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 63,049 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 94,540 (year 2037),  Design Load: HS 20,  Features Intersected: 18TH St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.755,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501263,  Location: 2.50 Mi NE of SH 6 (Lat: 31.526606,  Lng: -97.133436),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 115,484 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 198,470 (year 2037),  Design Load: HS 20,  Features Intersected: Branch Primrose Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.885,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 69.8m (229.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000
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Structure Number: 91610001501312,  Location: 0.3 MI S OF US 84 (Lat: 31.524603,  Lng: -97.135025),  Route carried "on" structure: Ramp State highway 396,  Year Built: 1971,  Status: Open,  Structure Length: 25.73m (84.42ft),  Average Daily Traffic: 11,732 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,430 (year 2037),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.982,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.16m (105.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $3,100,000,  Roadway Improvement Cost: $800,000,  Total Project Cost: $4,700,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501374,  Location: 0.3 MI S OF LP 396 (Lat: 31.520333,  Lng: -97.135722),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 55,784 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,100 (year 2037),  Design Load: HS 20,  Features Intersected: IRVING LEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.119,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501375,  Location: 0.3 MI S OF LP 396 (Lat: 31.520656,  Lng: -97.136253),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 55,784 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,100 (year 2037),  Design Load: HS 20,  Features Intersected: IRVING LEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.119,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501635,  Location: 2.5 Mi N of LP 396 (Lat: 31.556486,  Lng: -97.119061),  Route carried "on" structure: ServiceState highway 35,  Year Built: 2014,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 122,200 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 173,500 (year 2033),  Design Load: HL 93,  Features Intersected: Brazos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.429,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501636,  Location: 2.5 Mi N of LP 396 (Lat: 31.558244,  Lng: -97.119094),  Route carried "on" structure: ServiceState highway 35,  Year Built: 2014,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 122,200 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 173,500 (year 2033),  Design Load: HL 93,  Features Intersected: Brazos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.429,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501666,  Location: 0.84 MI N OF BRAZOS RI (Lat: 31.568917,  Lng: -97.116872),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 133,100 (year 2013),  Average Future Daily Traffic: 1 (year 2030),  Design Load: HL 93,  Features Intersected: IH 35,  Facility Carried by Structure: FORREST STREET
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501668,  Location: 0.6 MI N OF BRAZOS RI (Lat: 31.565244,  Lng: -97.117231),  Route carried "on" structure: Interstate 35,  Year Built: 2018,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 26,960 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 37,745 (year 2037),  Design Load: HL 93,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.392,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: Superior to present desirable 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: 91610001501669,  Location: 0.6 MI N OF BRAZOS R (Lat: 31.565272,  Lng: -97.115961),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2018,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 26,960 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 37,745 (year 2037),  Design Load: HL 93,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.366,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 91610001501672,  Location: 0.84 MI N OF BRAZOS RI (Lat: 31.568619,  Lng: -97.117214),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 133,100 (year 2013),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: IH 35,  Facility Carried by Structure: FORREST TURNAROUND
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501725,  Location: 1.09 MI SW OF BRAZOS RI (Lat: 31.543164,  Lng: -97.127656),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 125,400 (year 2019),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: WACO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: 91610001501727,  Location: 1.15 MI SE OF BRAZOS RI (Lat: 31.543125,  Lng: -97.127442),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 125,400 (year 2019),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: 11TH/12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501729,  Location: 0.53 MI SW OF BRAZOS RI (Lat: 31.550700,  Lng: -97.123464),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 21.64m (71.00ft),  Average Daily Traffic: 125,400 (year 2019),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: 4TH/5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9161000150173,  Location: 0.26 MI SW OF BRAZOS RI (Lat: 31.554361,  Lng: -97.121461),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 125,400 (year 2019),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: UNIVERSITY PARKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501733,  Location: 0.26 MI NE OF UNIVERSITY (Lat: 31.557983,  Lng: -97.119331),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 125,400 (year 2019),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610001501736,  Location: 0.23 MI N OF BRAZOS RI (Lat: 31.560214,  Lng: -97.118078),  Route carried "on" structure: Interstate 35,  Year Built: 2021,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 125,400 (year 2019),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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