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


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 194ft / 59mTotal length
  • $12,827,000Total costs
  • 228,110Total average daily traffic
  • 14,610Total average daily truck traffic
  • 216,310Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Woodway
  • No street view available for this location

New bridges in Woodway, TX - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 41960-1969
  • 21970-1979
  • 31980-1989
  • 71990-1999
  • 12000-2009
Average Bridge Daily Traffic in Woodway, TX
Average Bridge Truck Traffic in Woodway, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 87.5%Good
  • 12.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 37.5%Satisfactory
  • 12.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 16.7%Very good
  • 16.7%Good
  • 66.7%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 60.0%Good
  • 40.0%Satisfactory
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Structure Number: 91610005508018,  Location: 5.1 MI W OF SH 6 (Lat: 31.484936,  Lng: -97.267958),  Route carried "on" structure: ServiceUS 84,  Year Built: 1933,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 970 (year 2013),  Average Future Daily Traffic: 1,350 (year 2033),  Design Load: H 15,  Features Intersected: CLOICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.031,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610005508056,  Location: 2.80 Mi W of SH 6 (Lat: 31.499150,  Lng: -97.215189),  Route carried "on" structure: US 84,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,820 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,950 (year 2033),  Design Load: HS 20,  Features Intersected: Trib Lake Waco
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.788,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 433.0m (1,420.6ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610005508057,  Location: 0.4 Mi W of SH 6 (Lat: 31.509017,  Lng: -97.194589),  Route carried "on" structure: US 84,  Year Built: 1964,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 29,320 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 41,050 (year 2033),  Design Load: HS 20,  Features Intersected: N Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.589,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610005508065,  Location: 2.0 MI W OF SH 6 (Lat: 31.496911,  Lng: -97.219881),  Route carried "on" structure: State highway 1695,  Year Built: 1975,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 28,160 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,420 (year 2033),  Design Load: HS 20,  Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.143,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 2.3m (7.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 93.90m (308.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  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: 91610005508065,  Location: 2.0 MI W OF SH 6 (Lat: 31.497400,  Lng: -97.220164),  Route carried "under" structure: US 84,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 37,060 (year 2013),  Truck Traffic: 1%,  Features Intersected: US 84,  Facility Carried by Structure: FM 1695
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 2.786,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 91610005508068,  Location: 1.1 Mi W of SH 6 (Lat: 31.504561,  Lng: -97.204056),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 20,110 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,160 (year 2033),  Design Load: HS 20,  Features Intersected: Texas Central Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.499,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005508069,  Location: 1.1 Mi W of SH 6 (Lat: 31.503931,  Lng: -97.204644),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 20,110 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,160 (year 2033),  Design Load: HS 20,  Features Intersected: Texas Central Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.499,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9161000550807,  Location: 1.7 MI W OF FM 1695 (Lat: 31.489175,  Lng: -97.239931),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 110 (year 2010),  Average Future Daily Traffic: 300 (year 2030),  Design Load: HS 20,  Features Intersected: US 84,  Facility Carried by Structure: RITCHIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 137.20m (450.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,400,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $2,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9161000550807,  Location: 1.7 MI W OF FM 1695 (Lat: 31.488869,  Lng: -97.239411),  Route carried "under" structure: US 84,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 16,620 (year 2013),  Truck Traffic: 9%,  Features Intersected: US 84,  Facility Carried by Structure: RITCHIE RD
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 20.117,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 91610005508071,  Location: 1.1 MI W OF FM 1695 (Lat: 31.492786,  Lng: -97.230503),  Route carried "on" structure: US 84,  Year Built: 1995,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,910 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,470 (year 2033),  Design Load: HS 20,  Features Intersected: POAGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.235,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 114.30m (375.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005508071,  Location: 1.1 MI W OF FM 1695 (Lat: 31.492689,  Lng: -97.230958),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: Poage Dr,  Facility Carried by Structure: US 84 WB
Minimum Vertical Clearance: 5.54m (18.18ft),  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 91610005508072,  Location: 1.1 MI W OF FM 1695 (Lat: 31.492208,  Lng: -97.231161),  Route carried "on" structure: US 84,  Year Built: 1995,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,910 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,470 (year 2033),  Design Load: HS 20,  Features Intersected: POAGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.235,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 114.30m (375.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005508072,  Location: 1.1 MI W OF FM 1695 (Lat: 31.492325,  Lng: -97.230728),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: Poage Dr,  Facility Carried by Structure: US 84 EB
Minimum Vertical Clearance: 5.51m (18.08ft),  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 91610005508079,  Location: 1.6 MI SW OF SPUR 396 (Lat: 31.512239,  Lng: -97.189917),  Route carried "on" structure: ServiceState highway 6,  Year Built: 1965,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 12,130 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,980 (year 2033),  Design Load: H 20,  Features Intersected: US 84 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.108,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.30m (270.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  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: 91610005508079,  Location: 1.6 MI SW OF SPUR 396 (Lat: 31.512061,  Lng: -97.189861),  Route carried "under" structure: US 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,660 (year 2013),  Truck Traffic: 18%,  Features Intersected: US 84 ML's,  Facility Carried by Structure: SH 6 SBFR
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 31.192,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 91610F00037001,  Location: .1 MI N OF US 84 (Lat: 31.487183,  Lng: -97.251264),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 4,160 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,500 (year 2035),  Features Intersected: MID BOSQUE RI TRIB #3WOO,  Facility Carried by Structure: BADGER RANCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.726,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610F00050001,  Location: 0.45 MI SW OF SH 6 (Lat: 31.515756,  Lng: -97.216636),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,160 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2035),  Features Intersected: DRAW #2 WOO,  Facility Carried by Structure: BOSQUE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2010),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610F00225001,  Location: 1.35 MI SW OF SH 6 (Lat: 31.508678,  Lng: -97.230586),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 900 (year 2016),  Average Future Daily Traffic: 1,500 (year 2036),  Design Load: HS 20,  Features Intersected: PORTER'S BRANCH #1 WOO,  Facility Carried by Structure: ESTATES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.172,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  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: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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,  Length Of Structure Improvement: 45.70m (149.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $523,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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