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

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Structure Number: 150950002503027,  Location: 0.75 MI W OF SH 46 (Lat: 29.569192,  Lng: -97.999761),  Route carried "on" structure: US 90,  Year Built: 1932,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,600 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,240 (year 2025),  Design Load: H 15,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.235,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 150950002503092,  Location: 0.30 MI W OF BUS 123 (Lat: 29.568878,  Lng: -97.969133),  Route carried "on" structure: Alternate US 90,  Year Built: 1923,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 17,170 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,040 (year 2025),  Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.084,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950002504086,  Location: 0.80 MI E OF SH 123 (Lat: 29.572869,  Lng: -97.928250),  Route carried "on" structure: Alternate US 90,  Year Built: 1951,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 14,500 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,360 (year 2025),  Design Load: H 20,  Features Intersected: GERONIMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.635,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Inventory Rating: 29.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950002510206,  Location: 0.25 MI E OF IH 10 (Lat: 29.586075,  Lng: -97.984617),  Route carried "on" structure: State highway 78,  Year Built: 1951,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 4,400 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,030 (year 2025),  Design Load: H 15,  Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.028,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950002901002,  Location: 0.65 MI E OF SH 46 (Lat: 29.579811,  Lng: -97.980392),  Route carried "on" structure: US 90,  Year Built: 1932,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 9,700 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,580 (year 2025),  Design Load: H 15,  Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.810,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.5 metric tons,  Inventory Rating: 23.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950002902003,  Location: 0.55 MI NE OF SH 123 (Lat: 29.590408,  Lng: -97.936064),  Route carried "on" structure: US 90,  Year Built: 1928,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,380 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,130 (year 2025),  Design Load: H 15,  Features Intersected: GERONIMO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.970,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  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: 13.1m (43.0ft),  Out-to-Out Width: 15.9m (52.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950021602032,  Location: 1.90 MI S OF IH 10 (Lat: 29.557619,  Lng: -97.990328),  Route carried "on" structure: State highway 46,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,580 (year 2005),  Truck Traffic: 18%,  Average Future Daily Traffic: 7,320 (year 2025),  Design Load: HS 20,  Features Intersected: CHAMBERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.668,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006

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Structure Number: 150950021602033,  Location: 2.35 MI S OF IH 10 (Lat: 29.550769,  Lng: -97.990397),  Route carried "on" structure: State highway 46,  Year Built: 1979,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 4,580 (year 2005),  Truck Traffic: 18%,  Average Future Daily Traffic: 7,320 (year 2025),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.421,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: May 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950021602037,  Location: 0.10 MI SE OF FM 725 (Lat: 29.534997,  Lng: -97.985578),  Route carried "on" structure: State highway 46,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,870 (year 2005),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,430 (year 2025),  Design Load: H 20,  Features Intersected: MAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.262,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950021602043,  Location: 1.2 MI N OF JCT IH 10 (Lat: 29.598908,  Lng: -98.004800),  Route carried "on" structure: State highway 46,  Year Built: 2000,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 16,200 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 17,630 (year 2025),  Design Load: HS 20,  Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.748,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.6m (84.0ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950036602009,  Location: 4.3 MI S OF JCT FM 758 (Lat: 29.641433,  Lng: -97.967133),  Route carried "on" structure: State highway 123,  Year Built: 1928,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,000 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,810 (year 2025),  Design Load: H 15,  Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.532,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 15095003660201,  Location: 5.2 MI S OF JCT FM 758 (Lat: 29.629378,  Lng: -97.967214),  Route carried "on" structure: State highway 123,  Year Built: 1928,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,000 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,810 (year 2025),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.993,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950036602057,  Location: 0.50 MI N OF IH 10 (Lat: 29.605192,  Lng: -97.956072),  Route carried "on" structure: State highway 123,  Year Built: 1968,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,600 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,500 (year 2025),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.175,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006

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Structure Number: 150950036602058,  Location: 0.60 MI S OF IH 10 (Lat: 29.591033,  Lng: -97.946767),  Route carried "on" structure: State highway 123,  Year Built: 1968,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 8,900 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,690 (year 2025),  Design Load: HS 20,  Features Intersected: SP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.971,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950036602066,  Location: 0.01 MI E OF SH 123 (Lat: 29.628100,  Lng: -97.965831),  Route carried "on" structure: State highway 123,  Year Built: 1981,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 13,000 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,810 (year 2025),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: LAUBACH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.013,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950036603059,  Location: 1.30 MI S OF FM 466 (Lat: 29.547358,  Lng: -97.951611),  Route carried "on" structure: State highway 123,  Year Built: 1972,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 6,200 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,730 (year 2025),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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 minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: May 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950036612011,  Location: 0.50 MI S OF US 90A (Lat: 29.562114,  Lng: -97.965400),  Route carried "on" structure: State highway 123,  Year Built: 1931,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 9,400 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,160 (year 2025),  Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.024,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950036612024,  Location: 1.30 MI S OF US 90A (Lat: 29.551994,  Lng: -97.969181),  Route carried "on" structure: State highway 123,  Year Built: 1938,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 28.19m (92.49ft),  Average Daily Traffic: 9,200 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,880 (year 2025),  Design Load: H 15,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.242,  Lanes on structure: 4,  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: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 28.1 metric tons,  Structural Evaluation: Better than 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: 28.19m (92.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: May 2005,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $111,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501018,  Location: 0.65 MI E OF FM 725 (Lat: 29.566361,  Lng: -98.023458),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 38.16m (125.20ft),  Average Daily Traffic: 14,980 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 22,620 (year 2025),  Design Load: HS 20,  Features Intersected: GUAD R/MORRISON FALLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.421,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 14,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: May 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501019,  Location: 0.65 MI E OF FM 725 (Lat: 29.566283,  Lng: -98.023397),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 36.33m (119.19ft),  Average Daily Traffic: 14,980 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 22,620 (year 2025),  Design Load: HS 20,  Features Intersected: GUAD R/MORRISON FALLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.438,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: May 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501022,  Location: 2.55 MI E OF FM 465 (Lat: 29.560736,  Lng: -98.032333),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 22,660 (year 2025),  Design Load: HS 20,  Features Intersected: FM 725
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.460,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: 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: Better than 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501023,  Location: 2.55 MI E OF FM 465 (Lat: 29.560658,  Lng: -98.032278),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 22,660 (year 2025),  Design Load: HS 20,  Features Intersected: FM 725
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.449,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501024,  Location: 1.70 MI W OF SH 46 (Lat: 29.570322,  Lng: -98.017083),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,990 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 4,510 (year 2025),  Design Load: H 20,  Features Intersected: LITTLE MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.296,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Inventory Rating: 28.1 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501025,  Location: 1.70 MI W OF SH 46 (Lat: 29.570056,  Lng: -98.016897),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 14,980 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 22,620 (year 2025),  Design Load: HS 20,  Features Intersected: LITTLE MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501026,  Location: 1.70 MI W OF SH 46 (Lat: 29.569992,  Lng: -98.016831),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 14,980 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 22,620 (year 2025),  Design Load: HS 20,  Features Intersected: LITTLE MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501027,  Location: 1.70 MI W OF SH 46 (Lat: 29.569711,  Lng: -98.016639),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,990 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 4,510 (year 2025),  Design Load: H 20,  Features Intersected: LITTLE MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Inventory Rating: 28.1 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501028,  Location: 1.30 MI E OF FM 725 (Lat: 29.571369,  Lng: -98.014483),  Route carried "on" structure: State highway 464,  Year Built: 1966,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 3,660 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,120 (year 2025),  Design Load: H 20,  Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.6 metric tons,  Inventory Rating: 25.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501029,  Location: 0.25 MI W OF SH 46 (Lat: 29.580997,  Lng: -97.997986),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 28,430 (year 2005),  Truck Traffic: 40%,  Average Future Daily Traffic: 42,960 (year 2025),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.479,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 57.9m (190.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006

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Structure Number: 15095005350103,  Location: 0.30 MI W OF FM 78 (Lat: 29.584397,  Lng: -97.993011),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 14,210 (year 2005),  Truck Traffic: 40%,  Average Future Daily Traffic: 21,470 (year 2025),  Design Load: HS 20,  Features Intersected: SH 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.041,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501031,  Location: 0.30 MI W OF FM 78 (Lat: 29.584297,  Lng: -97.992981),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 14,210 (year 2005),  Truck Traffic: 40%,  Average Future Daily Traffic: 21,470 (year 2025),  Design Load: HS 20,  Features Intersected: SH 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.052,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501054,  Location: 0.25 MI E OF SH 46 (Lat: 29.587000,  Lng: -97.988969),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: SPRR AND FM 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.548,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501055,  Location: 0.25 MI E OF SH 46 (Lat: 29.587025,  Lng: -97.989094),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: SP RR & FM 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.519,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501056,  Location: 2.40 MI W OF SH 123 (Lat: 29.588514,  Lng: -97.986714),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: HUBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.858,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501057,  Location: 2.40 MI W OF SH 123 (Lat: 29.588583,  Lng: -97.986781),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: HUBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.808,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501058,  Location: 0.60 MI E OF SH 46 (Lat: 29.589756,  Lng: -97.984872),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.056,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501059,  Location: 0.60 MI E OF SH 46 (Lat: 29.589825,  Lng: -97.984931),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.056,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501061,  Location: IH 10 @ SH 123 BUS (Lat: 29.599161,  Lng: -97.965100),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: SH 123 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.310,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501062,  Location: 1.40 MI W OF US 90 (Lat: 29.599128,  Lng: -97.951103),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 15,270 (year 2005),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,660 (year 2025),  Design Load: HS 20,  Features Intersected: SH 123
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.673,  Lanes on structure: 2,  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: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501063,  Location: 1.40 MI W OF US 90 (Lat: 29.599217,  Lng: -97.951153),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 15,270 (year 2005),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,660 (year 2025),  Design Load: HS 20,  Features Intersected: SH 123
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.673,  Lanes on structure: 2,  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: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501064,  Location: 0.60 MI E OF SH 123 (Lat: 29.599172,  Lng: -97.939478),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 13,360 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 19,170 (year 2025),  Design Load: HS 20,  Features Intersected: GERONIMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501065,  Location: 0.60 MI E OF SH 123 (Lat: 29.599261,  Lng: -97.939472),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 13,360 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 19,170 (year 2025),  Design Load: HS 20,  Features Intersected: GERONIMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501066,  Location: 3.00 MI E OF SH 123 (Lat: 29.599219,  Lng: -97.925222),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 17.68m (58.01ft),  Average Daily Traffic: 13,360 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 19,170 (year 2025),  Design Load: HS 20,  Features Intersected: US 90 & SP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.125,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501067,  Location: 3.00 MI E OF SH 123 (Lat: 29.599317,  Lng: -97.925097),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 17.68m (58.01ft),  Average Daily Traffic: 13,360 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 19,170 (year 2025),  Design Load: HS 20,  Features Intersected: US 90 & SP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.090,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

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: 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501068,  Location: 0.30 MI E OF US 90 (Lat: 29.599294,  Lng: -97.920469),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 26,900 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 45,120 (year 2025),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.656,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006

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Structure Number: 150950053501069,  Location: 0.30 MI E OF US 90 (Lat: 29.597733,  Lng: -97.920739),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,690 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 4,510 (year 2025),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.656,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than 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 48 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15095005350119,  Location: IH 10 @ SH 123 BUS (Lat: 29.599064,  Lng: -97.965094),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 14,950 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,920 (year 2025),  Design Load: HS 20,  Features Intersected: SH 123 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.310,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501201,  Location: 0.85 MI W OF FM 725 (Lat: 29.551250,  Lng: -98.041906),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 16,550 (year 2005),  Truck Traffic: 37%,  Average Future Daily Traffic: 25,790 (year 2025),  Design Load: HS 20,  Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.025,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950053501202,  Location: 0.85 MI W OF FM 725 (Lat: 29.551275,  Lng: -98.041717),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 39%,  Average Future Daily Traffic: 22,660 (year 2025),  Design Load: HS 20,  Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.091,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950F00195001,  Location: 0.25 MI N OF US 90A (Lat: 29.572653,  Lng: -97.974219),  Route carried "on" structure: State highway 8573,  Year Built: 1991,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,460 (year 2005),  Average Future Daily Traffic: 1,750 (year 2025),  Design Load: HS 20,  Features Intersected: WALNUT BRANCH,  Facility Carried by Structure: CAMPBELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

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: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950F00390001,  Location: 0.42 MI S OF US 90A (Lat: 29.565311,  Lng: -97.930092),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,450 (year 2005),  Average Future Daily Traffic: 3,500 (year 2025),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: ELMWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.684,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150950F00505001,  Location: 0.01 MI N OF US 90A (Lat: 29.569017,  Lng: -97.969486),  Route carried "on" structure: City street 8563,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,730 (year 2005),  Average Future Daily Traffic: 6,000 (year 2025),  Features Intersected: WALNUT BRANCH,  Facility Carried by Structure: GUADALUPE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.420,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous