Bridge Statistics for Kempner, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 101Number of bridges
- 1,631ft / 497mTotal length
- $495,000Total costs
- 1,099,215Total average daily traffic
- 195,729Total average daily truck traffic
- 1,342,325Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Kempner
- No street view available for this location
- New bridges - historical statistics
- 91920-1929
- 61930-1939
- 11940-1949
- 21950-1959
- 571960-1969
- 51970-1979
- 41980-1989
- 31990-1999
- 62000-2009
- 82010-2018
- Reconstructed bridges - Historical Statistics
- 61950-1959
- 41960-1969
- 31970-1979
- 51980-1989
- 21990-1999
- 52000-2009
- 22010-2018
- Bridge Condition - Deck
- 15.1%Very good
- 75.5%Good
- 9.4%Satisfactory
- Bridge Condition - Superstructure
- 15.1%Very good
- 62.3%Good
- 22.6%Satisfactory
- Bridge Condition - Substructure
- 81.1%Good
- 15.1%Satisfactory
- 3.8%Fair
- Bridge Condition - Channel
- 7.5%Very good
- 54.7%Good
- 35.8%Satisfactory
- 1.9%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 29.2%Satisfactory
- 4.2%Fair
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Structure Number: 150950001606021, Location: 0.7 MI NORTH OF BEXAR C/L (Lat: 29.590575, Lng: -98.294886), Route carried "on" structure: Interstate 35, Year Built: 1934, Year Reconstructed: 1993, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 111,370 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 155,920 (year 2033), Features Intersected: DIETZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.167, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 567.0m (1,860.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 14, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.30m (92.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000 ( Estimate for 2011)
Structure Number: 150950001606021, Location: 0.7 MI NORTH OF BEXAR C/L (Lat: 29.590575, Lng: -98.294886), Route carried "on" structure: Interstate 35, Year Built: 1934, Year Reconstructed: 1993, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 111,370 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 155,920 (year 2033), Features Intersected: DIETZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.167, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 567.0m (1,860.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 14, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.30m (92.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000 ( Estimate for 2011)
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Structure Number: 150950002503027, Location: 0.75 MI W OF SH 46 (Lat: 29.569344, Lng: -98.000114), Route carried "on" structure: US 90, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,960 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 8,340 (year 2033), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.235, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 159.0m (521.7ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
Structure Number: 150950002503027, Location: 0.75 MI W OF SH 46 (Lat: 29.569344, Lng: -98.000114), Route carried "on" structure: US 90, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,960 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 8,340 (year 2033), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.235, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 159.0m (521.7ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
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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: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,060 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 15,480 (year 2033), 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: 195.0m (639.8ft), 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: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,060 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 15,480 (year 2033), 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: 195.0m (639.8ft), 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: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, 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: 0.61m (2.00ft), Average Daily Traffic: 14,600 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 20,440 (year 2033), 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: 134.0m (439.6ft), 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: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 0.61m (2.00ft), Average Daily Traffic: 14,600 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 20,440 (year 2033), 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: 134.0m (439.6ft), 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: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2016, 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: 8,390 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 11,740 (year 2033), Design Load: H 15, Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.381, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 159.0m (521.7ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 8,390 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 11,740 (year 2033), Design Load: H 15, Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.381, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 159.0m (521.7ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: August 2016, 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: 3,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,870 (year 2033), Design Load: H 15, Features Intersected: GERONIMO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 131.0m (429.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 3,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,870 (year 2033), Design Load: H 15, Features Intersected: GERONIMO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 131.0m (429.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950002902004, Location: 0.65 MI NE OF SH 123 (Lat: 29.591081, Lng: -97.934856), Route carried "on" structure: US 90, Year Built: 1929, Year Reconstructed: 1950, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,870 (year 2033), Design Load: H 15, Features Intersected: GERONIMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 104.0m (341.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950002902004, Location: 0.65 MI NE OF SH 123 (Lat: 29.591081, Lng: -97.934856), Route carried "on" structure: US 90, Year Built: 1929, Year Reconstructed: 1950, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,870 (year 2033), Design Load: H 15, Features Intersected: GERONIMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 104.0m (341.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950002902005, Location: 0.40 MI E OF IH 10 (Lat: 29.602936, Lng: -97.919817), Route carried "on" structure: US 90, Year Built: 1928, Year Reconstructed: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,170 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 5,830 (year 2033), Design Load: H 15, Features Intersected: BAER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), 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: 14.2m (46.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950002902005, Location: 0.40 MI E OF IH 10 (Lat: 29.602936, Lng: -97.919817), Route carried "on" structure: US 90, Year Built: 1928, Year Reconstructed: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,170 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 5,830 (year 2033), Design Load: H 15, Features Intersected: BAER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), 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: 14.2m (46.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950002902006, Location: 2.10 MI E OF IH 10 (Lat: 29.614047, Lng: -97.895667), Route carried "on" structure: US 90, Year Built: 1928, Year Reconstructed: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,370 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,310 (year 2033), Design Load: H 15, Features Intersected: W PRONG OF MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), 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: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950002902006, Location: 2.10 MI E OF IH 10 (Lat: 29.614047, Lng: -97.895667), Route carried "on" structure: US 90, Year Built: 1928, Year Reconstructed: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,370 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,310 (year 2033), Design Load: H 15, Features Intersected: W PRONG OF MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), 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: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950002902007, Location: 2.80 MI E OF IH 10 (Lat: 29.616022, Lng: -97.883839), Route carried "on" structure: US 90, Year Built: 1929, Year Reconstructed: 1950, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,370 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,310 (year 2033), Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950002902007, Location: 2.80 MI E OF IH 10 (Lat: 29.616022, Lng: -97.883839), Route carried "on" structure: US 90, Year Built: 1929, Year Reconstructed: 1950, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,370 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,310 (year 2033), Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950002902182, Location: AT INTERSECTION US 90 (Lat: 29.619583, Lng: -97.877800), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 15,793 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 40,695 (year 2034), Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.229, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 122.0m (400.3ft), Skew: 9 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: 43.9m (144.0ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950002902182, Location: AT INTERSECTION US 90 (Lat: 29.619583, Lng: -97.877800), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 15,793 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 40,695 (year 2034), Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.229, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 122.0m (400.3ft), Skew: 9 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: 43.9m (144.0ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950002902182, Location: AT INTERSECTION US 90, Route carried "under" structure: US 90, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 2,370 (year 2013), Truck Traffic: 7%, Features Intersected: US 90, Facility Carried by Structure: SH 130 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 150950002902183, Location: AT INTERSECTION US 90 (Lat: 29.619083, Lng: -97.878517), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 15,793 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 40,695 (year 2034), Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.244, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 122.0m (400.3ft), Skew: 9 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: 4.6m (15.1ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950002902183, Location: AT INTERSECTION US 90 (Lat: 29.619083, Lng: -97.878517), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 15,793 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 40,695 (year 2034), Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.244, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 122.0m (400.3ft), Skew: 9 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: 4.6m (15.1ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950002902183, Location: AT INTERSECTION US 90, Route carried "under" structure: US 90, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 2,370 (year 2013), Truck Traffic: 7%, Features Intersected: US 90, Facility Carried by Structure: SH 130 SB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 4.6m (15.1ft)
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 4.6m (15.1ft)
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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: 7,190 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 10,060 (year 2033), 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: 134.0m (439.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
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: 7,190 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 10,060 (year 2033), 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: 134.0m (439.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
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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: 7,190 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 10,060 (year 2033), 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: 134.0m (439.6ft), 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: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2016, Underwater Inspection Date: December 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 7,190 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 10,060 (year 2033), 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: 134.0m (439.6ft), 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: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2016, Underwater Inspection Date: December 2014, 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: 6,490 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 9,090 (year 2033), 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: 134.0m (439.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 6,490 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 9,090 (year 2033), 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: 134.0m (439.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2014, 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 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: 21,100 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 29,540 (year 2033), 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: 2.5m (8.2ft), 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: 2.5m (8.2ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, 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 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950021602043, Location: 1.2 MI N OF 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: 21,100 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 29,540 (year 2033), 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: 2.5m (8.2ft), 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: 2.5m (8.2ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, 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 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950021602203, Location: 0.3 MI N OF IH 10 (Lat: 29.588181, Lng: -97.994556), Route carried "on" structure: State highway 46, Year Built: 1966, Year Reconstructed: 1997, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 27,130 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 37,980 (year 2033), Design Load: H 20, Features Intersected: UPRR & FM 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 265.0m (869.4ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950021602203, Location: 0.3 MI N OF IH 10 (Lat: 29.588181, Lng: -97.994556), Route carried "on" structure: State highway 46, Year Built: 1966, Year Reconstructed: 1997, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 27,130 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 37,980 (year 2033), Design Load: H 20, Features Intersected: UPRR & FM 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 265.0m (869.4ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950021602203, Location: 0.3 MI N OF IH 10, Route carried "under" structure: State highway 78, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,370 (year 2013), Truck Traffic: 3%, Features Intersected: UPRR & FM 78, Facility Carried by Structure: SH 46 & LP 351
Minimum Vertical Clearance: 7.85m (25.75ft), Kilometerpoint: 28.035, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Minimum Vertical Clearance: 7.85m (25.75ft), Kilometerpoint: 28.035, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 150950036602005, Location: 0.3 MI N OF US 90A (Lat: 29.572297, Lng: -97.940164), Route carried "on" structure: State highway 123, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 21,290 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 29,810 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.194, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 171.0m (561.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016
Structure Number: 150950036602005, Location: 0.3 MI N OF US 90A (Lat: 29.572297, Lng: -97.940164), Route carried "on" structure: State highway 123, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 21,290 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 29,810 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.194, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 171.0m (561.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016
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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: 10,450 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,630 (year 2033), 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: 165.0m (541.3ft), 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: 15.9m (52.2ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 10,450 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,630 (year 2033), 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: 165.0m (541.3ft), 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: 15.9m (52.2ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 10,450 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,630 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.993, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), 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: 15.2m (49.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 10,450 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,630 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.993, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), 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: 15.2m (49.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950036602015, Location: 0.6 MI S OF IH 10 (Lat: 29.590956, Lng: -97.946169), Route carried "on" structure: State highway 123, Year Built: 2007, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,410 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 11,780 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.976, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: August 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950036602015, Location: 0.6 MI S OF IH 10 (Lat: 29.590956, Lng: -97.946169), Route carried "on" structure: State highway 123, Year Built: 2007, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,410 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 11,780 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.976, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: August 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 0.11m (0.36ft), Average Daily Traffic: 9,030 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 12,640 (year 2033), 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: 122.0m (400.3ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
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: 0.11m (0.36ft), Average Daily Traffic: 9,030 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 12,640 (year 2033), 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: 122.0m (400.3ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
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Structure Number: 150950036602058, Location: 0.60 MI S OF IH 10 (Lat: 29.591308, Lng: -97.946864), Route carried "on" structure: State highway 123, Year Built: 1968, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 8,410 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 11,780 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 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: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950036602058, Location: 0.60 MI S OF IH 10 (Lat: 29.591308, Lng: -97.946864), Route carried "on" structure: State highway 123, Year Built: 1968, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 8,410 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 11,780 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 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: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, 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: 10,450 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,630 (year 2033), 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: 55.0m (180.4ft), 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: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, 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 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 10,450 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,630 (year 2033), 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: 55.0m (180.4ft), 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: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, 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 2014, 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: 5,590 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,820 (year 2033), 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: 134.0m (439.6ft), 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: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Underwater Inspection Date: December 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 5,590 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,820 (year 2033), 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: 134.0m (439.6ft), 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: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2016, Underwater Inspection Date: December 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15095003660306, Location: 1.00 MI N OF SH 46 (Lat: 29.538008, Lng: -97.956856), Route carried "on" structure: State highway 123, Year Built: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,590 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,820 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.458, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
Structure Number: 15095003660306, Location: 1.00 MI N OF SH 46 (Lat: 29.538008, Lng: -97.956856), Route carried "on" structure: State highway 123, Year Built: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,590 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 7,820 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.458, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
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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: 1930, Year Reconstructed: 1971, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 7,850 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 10,990 (year 2033), 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: 1.4m (4.6ft), 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: 15.9m (52.2ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 1930, Year Reconstructed: 1971, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 7,850 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 10,990 (year 2033), 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: 1.4m (4.6ft), 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: 15.9m (52.2ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: August 2016, 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: 8,150 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 11,410 (year 2033), 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: 159.0m (521.7ft), 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: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 281.90m (924.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2016, Underwater Inspection Date: August 2015, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $22,000, Total Project Cost: $111,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 8,150 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 11,410 (year 2033), 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: 159.0m (521.7ft), 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: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 281.90m (924.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2016, Underwater Inspection Date: August 2015, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $22,000, Total Project Cost: $111,000, 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, Year Reconstructed: 2010, Status: Open, Structure Length: 38.16m (125.20ft), Average Daily Traffic: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: H 20, Features Intersected: GUADALUPE R/REILEY 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: 1.1m (3.6ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: August 2016, Underwater Inspection Date: December 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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, Year Reconstructed: 2010, Status: Open, Structure Length: 38.16m (125.20ft), Average Daily Traffic: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: H 20, Features Intersected: GUADALUPE R/REILEY 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: 1.1m (3.6ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: August 2016, Underwater Inspection Date: December 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053501018, Location: 0.65 MI E OF FM 725, Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 390 (year 2010), Truck Traffic: 1%, Features Intersected: GUADALUPE R/REILEY RD, Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.716, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.716, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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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, Year Reconstructed: 2009, Status: Open, Structure Length: 36.33m (119.19ft), Average Daily Traffic: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: HS 20, Features Intersected: GUADALUPE R/REILEY 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: 116.0m (380.6ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: August 2016, Underwater Inspection Date: December 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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, Year Reconstructed: 2009, Status: Open, Structure Length: 36.33m (119.19ft), Average Daily Traffic: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: HS 20, Features Intersected: GUADALUPE R/REILEY 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: 116.0m (380.6ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: August 2016, Underwater Inspection Date: December 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053501019, Location: 0.65 MI E OF FM 725, Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 390 (year 2010), Truck Traffic: 1%, Features Intersected: GUADALUPE R/REILEY RD, Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.706, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.706, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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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: 15,280 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 21,400 (year 2033), Design Load: HS 20, Features Intersected: FM 725
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.646, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 15,280 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 21,400 (year 2033), Design Load: HS 20, Features Intersected: FM 725
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.646, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053501022, Location: 2.55 MI E OF FM 465, Route carried "under" structure: State highway 725, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,670 (year 2013), Truck Traffic: 8%, Features Intersected: FM 725, Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 3.189, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 3.189, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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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: 15,280 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 21,400 (year 2033), 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: 116.0m (380.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 15,280 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 21,400 (year 2033), 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: 116.0m (380.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053501023, Location: 2.55 MI E OF FM 465, Route carried "under" structure: State highway 725, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,860 (year 2013), Truck Traffic: 21%, Features Intersected: FM 725, Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 3.237, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 3.237, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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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: ServiceInterstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,990 (year 2010), Truck Traffic: 39%, Average Future Daily Traffic: 4,510 (year 2030), Design Load: H 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), 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: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053501024, Location: 1.70 MI W OF SH 46 (Lat: 29.570322, Lng: -98.017083), Route carried "on" structure: ServiceInterstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,990 (year 2010), Truck Traffic: 39%, Average Future Daily Traffic: 4,510 (year 2030), Design Load: H 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), 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: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2016, 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: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: H 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: H 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: August 2016, 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: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: HS 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 15,170 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 21,240 (year 2033), Design Load: HS 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, 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: ServiceInterstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 430 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 420 (year 2030), Design Load: H 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053501027, Location: 1.70 MI W OF SH 46 (Lat: 29.569711, Lng: -98.016639), Route carried "on" structure: ServiceInterstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 430 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 420 (year 2030), Design Load: H 20, Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, 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 2010), Truck Traffic: 15%, Average Future Daily Traffic: 5,120 (year 2030), 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: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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 2010), Truck Traffic: 15%, Average Future Daily Traffic: 5,120 (year 2030), 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: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2016, 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 "under" structure: Interstate 10, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 30,350 (year 2013), Truck Traffic: 23%, Features Intersected: IH 10, Facility Carried by Structure: FM 464
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 18.544, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
Structure Number: 150950053501028, Location: 1.30 MI E OF FM 725 (Lat: 29.571369, Lng: -98.014483), Route carried "under" structure: Interstate 10, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 30,350 (year 2013), Truck Traffic: 23%, Features Intersected: IH 10, Facility Carried by Structure: FM 464
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 18.544, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
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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, Year Reconstructed: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25,860 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 36,200 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.479, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 579.0m (1,899.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016
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, Year Reconstructed: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25,860 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 36,200 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.479, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 579.0m (1,899.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016
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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: 12,930 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 18,100 (year 2033), 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: 116.0m (380.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 12,930 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 18,100 (year 2033), 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: 116.0m (380.6ft), 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, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15095005350103, Location: 0.30 MI W OF FM 78, Route carried "under" structure: State highway 46, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2010), Truck Traffic: 10%, Features Intersected: SH 46, Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 16.635, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 16.635, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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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: 12,930 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 18,100 (year 2033), 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: 6, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 12,930 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 18,100 (year 2033), 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: 6, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous