Bridge Statistics for Zuehl, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 210ft / 64mTotal length
- $1,980,000Total costs
- 241,980Total average daily traffic
- 53,097Total average daily truck traffic
- 242,240Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Zuehl
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 61960-1969
- 11980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 41950-1959
- 01960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 83.3%Good
- 16.7%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 22.2%Very good
- 55.6%Good
- 22.2%Satisfactory
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 150150002502011, Location: BEXAR-GUADALUPE CO LINE (Lat: 29.501411, Lng: -98.186439), Route carried "on" structure: ServiceInterstate 10, Year Built: 1933, Status: Open, Structure Length: 13.23m (43.41ft), Average Daily Traffic: 840 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,370 (year 2030), Design Load: H 15, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 3.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 143.90m (472.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2016, Critical Feature Inspection Date: September 2016, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $157,000, Total Project Cost: $786,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150002502011, Location: BEXAR-GUADALUPE CO LINE (Lat: 29.501411, Lng: -98.186439), Route carried "on" structure: ServiceInterstate 10, Year Built: 1933, Status: Open, Structure Length: 13.23m (43.41ft), Average Daily Traffic: 840 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,370 (year 2030), Design Load: H 15, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 3.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 143.90m (472.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2016, Critical Feature Inspection Date: September 2016, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $157,000, Total Project Cost: $786,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150002502128, Location: 0.53 MI E OF FM 2538 (Lat: 29.501053, Lng: -98.186617), Route carried "on" structure: Interstate 10, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 14.05m (46.10ft), Average Daily Traffic: 17,160 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,020 (year 2033), Design Load: HS 20, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150002502128, Location: 0.53 MI E OF FM 2538 (Lat: 29.501053, Lng: -98.186617), Route carried "on" structure: Interstate 10, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 14.05m (46.10ft), Average Daily Traffic: 17,160 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,020 (year 2033), Design Load: HS 20, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150002502129, Location: 0.53 MI E OF FM 2538 (Lat: 29.500775, Lng: -98.186814), Route carried "on" structure: Interstate 10, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 14.05m (46.10ft), Average Daily Traffic: 17,160 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,020 (year 2033), Design Load: HS 20, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150002502129, Location: 0.53 MI E OF FM 2538 (Lat: 29.500775, Lng: -98.186814), Route carried "on" structure: Interstate 10, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 14.05m (46.10ft), Average Daily Traffic: 17,160 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,020 (year 2033), Design Load: HS 20, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950002503012, Location: 0.50 MI E OF BEXAR C/L (Lat: 29.504097, Lng: -98.178303), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 76.2m (250.0ft)
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: 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: 150950002503012, Location: 0.50 MI E OF BEXAR C/L (Lat: 29.504097, Lng: -98.178303), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 76.2m (250.0ft)
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: 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: 150950002503013, Location: 1.00 MI E OF BEXAR C/L (Lat: 29.507397, Lng: -98.169594), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.615, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, 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, 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
Structure Number: 150950002503013, Location: 1.00 MI E OF BEXAR C/L (Lat: 29.507397, Lng: -98.169594), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.615, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, 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, 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
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Structure Number: 150950002503014, Location: 2.40 MI E OF BEXAR C/L (Lat: 29.515108, Lng: -98.149111), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 76.6m (251.3ft)
Condition: Channel: Very good, 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: 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: 150950002503014, Location: 2.40 MI E OF BEXAR C/L (Lat: 29.515108, Lng: -98.149111), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 76.6m (251.3ft)
Condition: Channel: Very good, 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: 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: 150950002503015, Location: 2.75 MI E OF BEXAR C/L (Lat: 29.517178, Lng: -98.143683), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.468, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 78.1m (256.2ft)
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, 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: 150950002503015, Location: 2.75 MI E OF BEXAR C/L (Lat: 29.517178, Lng: -98.143683), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 47,920 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.468, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 366.0m (1,200.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 78.1m (256.2ft)
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, 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: 150950002503117, Location: 1.15 MI E OF BEXAR C/L (Lat: 29.507967, Lng: -98.168086), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 390 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: H 15, Features Intersected: IH 10, Facility Carried by Structure: ZUEHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 79.20m (259.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $597,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950002503117, Location: 1.15 MI E OF BEXAR C/L (Lat: 29.507967, Lng: -98.168086), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 390 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: H 15, Features Intersected: IH 10, Facility Carried by Structure: ZUEHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 79.20m (259.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $597,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 150950002503117, Location: 1.15 MI E OF BEXAR C/L (Lat: 29.507967, Lng: -98.168086), Route carried "under" structure: Interstate 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Features Intersected: IH 10, Facility Carried by Structure: ZUEHL RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.191, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 150950002503117, Location: 1.15 MI E OF BEXAR C/L (Lat: 29.507967, Lng: -98.168086), Route carried "under" structure: Interstate 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Features Intersected: IH 10, Facility Carried by Structure: ZUEHL RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.191, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 150950002503118, Location: 3.10 MI E OF BEXAR C/L (Lat: 29.518961, Lng: -98.138942), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 250 (year 2030), Design Load: H 15, Features Intersected: IH 10, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.712, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 79.20m (259.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $597,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950002503118, Location: 3.10 MI E OF BEXAR C/L (Lat: 29.518961, Lng: -98.138942), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 250 (year 2030), Design Load: H 15, Features Intersected: IH 10, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.712, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 79.20m (259.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $597,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 150950002503118, Location: 3.10 MI E OF BEXAR C/L (Lat: 29.518961, Lng: -98.138942), Route carried "under" structure: Interstate 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Features Intersected: IH 10, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 4.988, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 150950002503118, Location: 3.10 MI E OF BEXAR C/L (Lat: 29.518961, Lng: -98.138942), Route carried "under" structure: Interstate 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 34,230 (year 2013), Truck Traffic: 22%, Features Intersected: IH 10, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 4.988, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 150950AA0351001, Location: 2.00 MI S OF IH 10 (Lat: 29.492833, Lng: -98.121136), Route carried "on" structure: County highway 315, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: SANTA CLARA CREEK, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), 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: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950AA0351001, Location: 2.00 MI S OF IH 10 (Lat: 29.492833, Lng: -98.121136), Route carried "on" structure: County highway 315, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: SANTA CLARA CREEK, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), 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: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950AA0351002, Location: 1.10 MI NW OF LINNE RD (Lat: 29.488031, Lng: -98.119586), Route carried "on" structure: County highway 315, Year Built: 2005, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Design Load: HS 20, Features Intersected: SANTA CLARA CREEK, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150950AA0351002, Location: 1.10 MI NW OF LINNE RD (Lat: 29.488031, Lng: -98.119586), Route carried "on" structure: County highway 315, Year Built: 2005, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Design Load: HS 20, Features Intersected: SANTA CLARA CREEK, Facility Carried by Structure: SANTA CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete