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 - historical statistics
- 11930-1939
- 41960-1969
- 21970-1979
- 31980-1989
- 71990-1999
- 12000-2009
- Bridge Condition - Deck
- 87.5%Good
- 12.5%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 16.7%Good
- 66.7%Satisfactory
- 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
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
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
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
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)
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
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
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
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)
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
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)
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
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)
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
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)
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
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
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
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
