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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 in Zuehl, TX - historical statistics
  • New bridges - historical statistics
  • 51930-1939
  • 61960-1969
  • 11980-1989
  • 12000-2009
Reconstructed bridges in Zuehl, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 41950-1959
  • 01960-1969
  • 01970-1979
  • 21980-1989
Average Bridge Daily Traffic in Zuehl, TX
Average Bridge Truck Traffic in Zuehl, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 83.3%Good
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 22.2%Very good
  • 55.6%Good
  • 22.2%Satisfactory
Bridge Condition - Culverts
  • 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
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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
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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
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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
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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
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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
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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
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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
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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)

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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
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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)

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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
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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
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