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

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Structure Number: 142460020404013,  Location: 0.95 MI E OF SH 95 (Lat: 30.573972,  Lng: -97.394119),  Route carried "on" structure: State highway 79,  Year Built: 1923,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,600 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,790 (year 2025),  Design Load: H 15,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.732,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460020404051,  Location: 0.45 MI E OF SH 95 (Lat: 30.571558,  Lng: -97.401656),  Route carried "on" structure: State highway 79,  Year Built: 1939,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 6,600 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,790 (year 2028),  Design Load: H 15,  Features Intersected: BULL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.958,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 23.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032003038,  Location: 0.60 MI N OF BU 79 (Lat: 30.579214,  Lng: -97.410589),  Route carried "on" structure: State highway 95,  Year Built: 1941,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,490 (year 2028),  Design Load: H 15,  Features Intersected: BULL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.660,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Inventory Rating: 22.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004064,  Location: 0.10 MI E OF BU 79 (Lat: 30.571631,  Lng: -97.382578),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 4,050 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 8,000 (year 2025),  Design Load: HS 20,  Features Intersected: UP RR & CR 403
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.248,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004065,  Location: 0.10 MI E OF BU 79 (Lat: 30.571639,  Lng: -97.382372),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 4,050 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 8,000 (year 2025),  Design Load: HS 20,  Features Intersected: UP RR & CR 403
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.263,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004066,  Location: 0.70 MI SE OF BUS 79 (Lat: 30.560472,  Lng: -97.430394),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 4,050 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 8,000 (year 2028),  Design Load: HS 20,  Features Intersected: MUSTANG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.560,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004067,  Location: 0.70 MI SE OF BUS 79 (Lat: 30.560053,  Lng: -97.430478),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 4,050 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 8,000 (year 2028),  Design Load: HS 20,  Features Intersected: MUSTANG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.560,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004068,  Location: 1.20 MI E OF FM 973 (Lat: 30.555028,  Lng: -97.407922),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,500 (year 2027),  Design Load: HS 20,  Features Intersected: SH 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.821,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004069,  Location: 1.20 MI E OF FM 973 (Lat: 30.554922,  Lng: -97.407903),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,500 (year 2027),  Design Load: HS 20,  Features Intersected: SH 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.825,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14246003200407,  Location: 0.10 MI E OF SH 95 (Lat: 30.555350,  Lng: -97.406492),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,500 (year 2028),  Design Load: HS 20,  Features Intersected: UP RR, DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 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: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004071,  Location: 0.10 MI E OF SH 95 (Lat: 30.555169,  Lng: -97.406492),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,500 (year 2028),  Design Load: HS 20,  Features Intersected: UP RR, DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.673,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 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: 30.5m (100.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004072,  Location: 2.40 MI E OF FM 973 (Lat: 30.561967,  Lng: -97.389944),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,500 (year 2025),  Design Load: HS 20,  Features Intersected: MUSTANG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004073,  Location: 2.40 MI E OF FM 973 (Lat: 30.561847,  Lng: -97.389681),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,500 (year 2025),  Design Load: HS 20,  Features Intersected: MUSTANG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14246003200408,  Location: 6.85 MI E OF FM 1660 (Lat: 30.567778,  Lng: -97.435642),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 4,050 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 8,000 (year 2028),  Design Load: HS 20,  Features Intersected: BU 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.522,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032004081,  Location: 6.85 MI E OF FM 1660 (Lat: 30.560161,  Lng: -97.430547),  Route carried "on" structure: US 79,  Year Built: 1972,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 4,050 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 8,000 (year 2028),  Design Load: HS 20,  Features Intersected: BU 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.532,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032101011,  Location: 0.30 MI N OF US 79 (Lat: 30.543422,  Lng: -97.405828),  Route carried "on" structure: State highway 95,  Year Built: 1946,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 5,300 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,160 (year 2027),  Design Load: H 20,  Features Intersected: MUSTANG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.850,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 21.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.73m (35.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $49,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460032101018,  Location: 0.10 MI S OF BU 79 (Lat: 30.566878,  Lng: -97.409236),  Route carried "on" structure: State highway 95,  Year Built: 1972,  Status: Open,  Structure Length: 29.57m (97.01ft),  Average Daily Traffic: 9,400 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,840 (year 2028),  Design Load: HS 20,  Features Intersected: UPRR, 1ST, OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.913,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 9,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 142460033401001,  Location: 0.80 MI E OF SH 95 (Lat: 30.564831,  Lng: -97.395206),  Route carried "on" structure: State highway 112,  Year Built: 1929,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 910 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,610 (year 2028),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.943,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460033401043,  Location: 0.65 MI E OF SH 95 (Lat: 30.565131,  Lng: -97.398325),  Route carried "on" structure: State highway 112,  Year Built: 1956,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,850 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,110 (year 2028),  Design Load: H 20,  Features Intersected: BULL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.629,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Inventory Rating: 30.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $89,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460AA1020002,  Location: 0.30 MI E OF FM 973 (Lat: 30.533228,  Lng: -97.441714),  Route carried "on" structure: County highway 404,  Year Built: 1959,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 150 (year 2006),  Average Future Daily Traffic: 300 (year 2025),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.178,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460C00080001,  Location: 0.3 MI S OF THORNDALE ST (Lat: 30.575011,  Lng: -97.405708),  Route carried "on" structure: City street P509,  Year Built: 2001,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2025),  Design Load: HS 20,  Features Intersected: BULL BRANCH,  Facility Carried by Structure: BURKETT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460C00345003,  Location: 0.30 MI W OF SH 95 (Lat: 30.581956,  Lng: -97.415289),  Route carried "on" structure: City street P514,  Year Built: 1989,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 930 (year 2006),  Average Future Daily Traffic: 1,200 (year 2025),  Design Load: HS 20,  Features Intersected: BULL BRANCH,  Facility Carried by Structure: WEST LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 142460C00640001,  Location: 0.6 MI E OF SPUR 95 (Lat: 30.579858,  Lng: -97.402589),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 750 (year 2004),  Average Future Daily Traffic: 1,000 (year 2025),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: THORNDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460C00690001,  Location: 0.02 MI S OF THORNDALE ST (Lat: 30.577500,  Lng: -97.408197),  Route carried "on" structure: City street P508,  Year Built: 1997,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 300 (year 2006),  Average Future Daily Traffic: 500 (year 2025),  Design Load: HS 20,  Features Intersected: BULL BRANCH,  Facility Carried by Structure: WASHBURN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460C00740001,  Location: 0.5 MI E OF SPUR 95 (Lat: 30.570378,  Lng: -97.401269),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 440 (year 2004),  Average Future Daily Traffic: 500 (year 2025),  Design Load: HS 20,  Features Intersected: BULL BRANCH,  Facility Carried by Structure: E 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  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: January 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14246002040405,  Location: 0.40 MI E OF SH 95 (Lat: 30.571228,  Lng: -97.403267),  Route carried "under" structure: State highway 79,  Year Built: 1939,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 7,300 (year 2005),  Truck Traffic: 5%,  Features Intersected: BU 79,  Facility Carried by Structure: UP RAILROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 19.792,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 142460032004064,  Location: 0.10 MI E OF BU 79 (Lat: 30.571631,  Lng: -97.382578),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 200 (year 2006),  Features Intersected: UP RR & CR 403,  Facility Carried by Structure: US 79 SB
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.019,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 142460032004065,  Location: 0.10 MI E OF BU 79 (Lat: 30.571639,  Lng: -97.382372),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 200 (year 2006),  Features Intersected: UP RR & CR 403,  Facility Carried by Structure: US 79 NB
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.019,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 142460032004068,  Location: 1.20 MI E OF FM 973 (Lat: 30.555028,  Lng: -97.407922),  Route carried "under" structure: State highway 95,  Year Built: 1972,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,300 (year 2006),  Truck Traffic: 13%,  Features Intersected: SH 95,  Facility Carried by Structure: US 79 SB
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 3.353,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 142460032004069,  Location: 1.20 MI E OF FM 973 (Lat: 30.554922,  Lng: -97.407903),  Route carried "under" structure: State highway 95,  Year Built: 1972,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,300 (year 2006),  Truck Traffic: 13%,  Features Intersected: SH 95,  Facility Carried by Structure: US 79 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.353,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 14246003200408,  Location: 6.85 MI E OF FM 1660 (Lat: 30.567778,  Lng: -97.435642),  Route carried "under" structure: Business State highway 79,  Year Built: 1972,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 8,700 (year 2006),  Truck Traffic: 4%,  Features Intersected: BU 79
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 9.654,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 142460032004081,  Location: 6.85 MI E OF FM 1660 (Lat: 30.560161,  Lng: -97.430547),  Route carried "under" structure: Business State highway 79,  Year Built: 1972,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 8,700 (year 2006),  Truck Traffic: 4%,  Features Intersected: BU 79
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 9.654,  Lanes on structure: 1,  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: 142460032101018,  Location: 0.10 MI S OF BU 79 (Lat: 30.566878,  Lng: -97.409236),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 29.57m (97.01ft),  Average Daily Traffic: 200 (year 2005),  Truck Traffic: 2%,  Features Intersected: UPRR, 1ST, OAK ST,  Facility Carried by Structure: SH 95
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 0.283,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)