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

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Structure Number: 222330002210039,  Location: 29.4 MI E COMSTOCK (Lat: 29.398414,  Lng: -100.904981),  Route carried "on" structure: US 90,  Year Built: 1938,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 7,800 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,630 (year 2025),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.434,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 37.2m (122.0ft)

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

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Structure Number: 22233000221004,  Location: 29.7 MI E COMSTOCK (Lat: 29.393703,  Lng: -100.905153),  Route carried "on" structure: US 90,  Year Built: 1938,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 26,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,640 (year 2025),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.959,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 37.0m (121.4ft)

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

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Structure Number: 222330002301001,  Location: 0.15 MI E OF US 277 (Lat: 29.369558,  Lng: -100.884911),  Route carried "on" structure: US 90,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 17,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,940 (year 2025),  Design Load: H 15,  Features Intersected: W FORK SAN FELIPE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.914,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 29.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2006,  Underwater Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330002301002,  Location: 0.25 MI E OF US 277 (Lat: 29.369844,  Lng: -100.883783),  Route carried "on" structure: US 90,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 17,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,940 (year 2025),  Design Load: H 15,  Features Intersected: E FORK SAN FELIPE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.046,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 29.9 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 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330002301004,  Location: 1.60 MI E OF US 277 (Lat: 29.370200,  Lng: -100.862314),  Route carried "on" structure: US 90,  Year Built: 1935,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 16,800 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,170 (year 2025),  Design Load: H 20,  Features Intersected: CALAVERAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.154,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330002301005,  Location: 1.80 MI E OF US 277 (Lat: 29.369861,  Lng: -100.858264),  Route carried "on" structure: US 90,  Year Built: 1935,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,770 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,250 (year 2025),  Design Load: H 20,  Features Intersected: CALAVERAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.549,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 50.7m (166.3ft)

Condition: Channel: Very good,  Culverts: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330002301042,  Location: 0.70 MI E OF FM 2523 (Lat: 29.368875,  Lng: -100.836683),  Route carried "on" structure: US 90,  Year Built: 1937,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 15,400 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,990 (year 2025),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.651,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  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: 26.8m (87.9ft),  Out-to-Out Width: 44.6m (146.3ft)

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

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Structure Number: 222330002301043,  Location: 0.80 MI E OF FM 2523 (Lat: 29.368828,  Lng: -100.835206),  Route carried "on" structure: US 90,  Year Built: 1937,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 15,400 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,990 (year 2025),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.800,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 44.6m (146.3ft)

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

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Structure Number: 222330002301044,  Location: 1.40 MI E OF FM 2523 (Lat: 29.368417,  Lng: -100.823614),  Route carried "on" structure: US 90,  Year Built: 1937,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,420 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,190 (year 2025),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.883,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 222330016103002,  Location: 0.85 MI W OF US 90 (Lat: 29.361614,  Lng: -100.911608),  Route carried "on" structure: State highway 239,  Year Built: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,700 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,160 (year 2025),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.401,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 35.9m (117.8ft)

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

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Structure Number: 222330016103005,  Location: 1.10 MI S OF SP 297 (Lat: 29.360067,  Lng: -100.914633),  Route carried "on" structure: State highway 239,  Year Built: 1996,  Status: Open,  Structure Length: 16.92m (55.51ft),  Average Daily Traffic: 15,530 (year 2005),  Truck Traffic: 18%,  Average Future Daily Traffic: 21,740 (year 2025),  Design Load: HS 20,  Features Intersected: UPRR & L MARTINEZ BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330029901039,  Location: 0.10 MI S OF US 90 (Lat: 29.364189,  Lng: -100.897436),  Route carried "on" structure: State highway 297,  Year Built: 1955,  Status: Open,  Structure Length: 19.23m (63.09ft),  Average Daily Traffic: 7,400 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,140 (year 2025),  Design Load: H 20,  Features Intersected: UPRR, OGDEN & CONVERSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.829,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.5 metric tons,  Inventory Rating: 25.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.23m (63.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $41,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222330029901041,  Location: 0.25 MI SE OF US 90 (Lat: 29.366653,  Lng: -100.885278),  Route carried "on" structure: US 277,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 17,900 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 28,670 (year 2025),  Design Load: H 20,  Features Intersected: SAN FELIPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.696,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.0m (91.9ft)

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

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Structure Number: 222330029901042,  Location: 0.30 MI W OF US 277 (Lat: 29.366481,  Lng: -100.890478),  Route carried "on" structure: US 277,  Year Built: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,890 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,250 (year 2025),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.382,  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: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.3m (53.5ft)

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

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Structure Number: 222330029901049,  Location: 0.10 MI S OF US 90 (Lat: 29.363358,  Lng: -100.897183),  Route carried "on" structure: State highway 297,  Year Built: 1955,  Status: Open,  Structure Length: 19.23m (63.09ft),  Average Daily Traffic: 7,400 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,140 (year 2025),  Design Load: H 20,  Features Intersected: UPRR, OGDEN & CONVERSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.829,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.5 metric tons,  Inventory Rating: 25.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.23m (63.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $41,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222330029901064,  Location: 0.10 MI S OF US 90 (Lat: 29.367706,  Lng: -100.886714),  Route carried "on" structure: US 277,  Year Built: 1985,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 7,400 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,550 (year 2025),  Design Load: HS 20,  Features Intersected: US 277 SPUR/ UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.997,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 222330B00005001,  Location: 0.10 MI NE OF PECAN AVE (Lat: 29.354033,  Lng: -100.895750),  Route carried "on" structure: City street X517,  Year Built: 1940,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,270 (year 2003),  Average Future Daily Traffic: 1,300 (year 2025),  Design Load: H 15,  Features Intersected: SAN FELIPE CREEK,  Facility Carried by Structure: ACADEMY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.228,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330B00275003,  Location: 0.25 MI SE OF US 90 (Lat: 29.366661,  Lng: -100.885158),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Not yet open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 150 (year 2003),  Average Future Daily Traffic: 150 (year 2025),  Features Intersected: SAN FELIPE CREEK,  Facility Carried by Structure: S BEDELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 3.1m (10.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222330B00365006,  Location: 0.10 MI SE OF MILL ST (Lat: 29.356347,  Lng: -100.894667),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,810 (year 2003),  Average Future Daily Traffic: 2,500 (year 2025),  Design Load: H 15,  Features Intersected: SAN FELIPE CREEK,  Facility Carried by Structure: CANTU ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330B00770002,  Location: .75 MI S OF BORDER STA. (Lat: 29.329767,  Lng: -100.924383),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 62.03m (203.51ft),  Average Daily Traffic: 5,115 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,515 (year 2025),  Design Load: HS 20,  Features Intersected: RIO GRANDE RIVER,  Facility Carried by Structure: DEL RIO INTER BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 4,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 62.03m (203.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $244,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222330B00805001,  Location: 0.10 MI NW OF DELAROSA ST (Lat: 29.362181,  Lng: -100.889464),  Route carried "on" structure: City street X511,  Year Built: 1935,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,320 (year 2003),  Average Future Daily Traffic: 2,300 (year 2025),  Design Load: H 15,  Features Intersected: SAN FELIPE CRK,  Facility Carried by Structure: GILLIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.020,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2006,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $90,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222330B01350008,  Location: 0.25 MI W OF US 277 (Lat: 29.365453,  Lng: -100.889606),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,000 (year 2003),  Average Future Daily Traffic: 1,500 (year 2025),  Features Intersected: DRAW,  Facility Carried by Structure: SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

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

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Structure Number: 222330B01405005,  Location: 0.40MI S OF E GARFIELD ST (Lat: 29.359447,  Lng: -100.890881),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,350 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2025),  Design Load: HS 20,  Features Intersected: SAN FELIPE CREEK,  Facility Carried by Structure: TAINI ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222330016101001,  Location: 0.55 MI SW OF SP 297 (Lat: 29.363722,  Lng: -100.895269),  Route carried "under" structure: Spur US 277,  Year Built: 1977,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 5,400 (year 2005),  Truck Traffic: 11%,  Features Intersected: SP 277/ GARFIELD ST,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 1.714,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 222330016103005,  Location: 1.10 MI S OF SP 297 (Lat: 29.360067,  Lng: -100.914633),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 16.92m (55.51ft),  Average Daily Traffic: 2,000 (year 2004),  Truck Traffic: 2%,  Features Intersected: UPRR & L MARTINEZ BLVD,  Facility Carried by Structure: SP 239
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 0.161,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 222330029901039,  Location: 0.10 MI S OF US 90 (Lat: 29.364189,  Lng: -100.897436),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 19.23m (63.09ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: UPRR, OGDEN & CONVERSE,  Facility Carried by Structure: SP 297 SB
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 222330029901049,  Location: 0.10 MI S OF US 90 (Lat: 29.363358,  Lng: -100.897183),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 19.23m (63.09ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: UPRR, OGDEN & CONVERSE,  Facility Carried by Structure: SP 297 NB
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.412,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 222330029901064,  Location: 0.10 MI S OF US 90 (Lat: 29.367706,  Lng: -100.886714),  Route carried "under" structure: Spur US 277,  Year Built: 1985,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 7,670 (year 2005),  Truck Traffic: 7%,  Features Intersected: US 277 SPUR/ UPRR
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 0.101,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 222330B01470001,  Location: 0.03 MI SW OF US 90 (Lat: 29.369850,  Lng: -100.862147),  Route carried "under" structure: City street X519,  Year Built: 1930,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,190 (year 2003),  Features Intersected: RAILWAY AVE & CALAVERAS,  Facility Carried by Structure: SP RR
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.977,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.6m (15.1ft)