Bridge Statistics for San Antonio, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 2,606Number of bridges
- 57,940ft / 17,660mTotal length
- $136,861,000Total costs
- 79,749,417Total average daily traffic
- 4,924,125Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for San Antonio
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 41910-1919
- 301920-1929
- 491930-1939
- 421940-1949
- 1161950-1959
- 6171960-1969
- 2631970-1979
- 4781980-1989
- 3851990-1999
- 2992000-2009
- 2512010-2019
- 682020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 11940-1949
- 201950-1959
- 171960-1969
- 241970-1979
- 981980-1989
- 591990-1999
- 942000-2009
- 472010-2019
- 52020-2022
- Bridge Condition - Deck
- 11.9%Excellent
- 58.2%Very good
- 26.3%Good
- 2.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
- Bridge Condition - Superstructure
- 1.4%Excellent
- 20.8%Very good
- 47.5%Good
- 28.2%Satisfactory
- 1.8%Fair
- 0.3%Poor
- Bridge Condition - Substructure
- 0.3%Excellent
- 9.6%Very good
- 60.8%Good
- 26.0%Satisfactory
- 3.1%Fair
- Bridge Condition - Channel
- 12.4%Very good
- 56.8%Good
- 27.0%Satisfactory
- 3.3%Fair
- 0.3%Poor
- Bridge Condition - Culverts
- 1.0%Very good
- 57.4%Good
- 39.2%Satisfactory
- 2.2%Fair
- 0.1%Poor
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Structure Number: 150150B13565001, Location: 0.35 MI E OF SPUR 422 (Lat: 29.330075, Lng: -98.545217), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,966 (year 2020), Average Future Daily Traffic: 7,000 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: GILLETTE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B13565001, Location: 0.35 MI E OF SPUR 422 (Lat: 29.330075, Lng: -98.545217), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,966 (year 2020), Average Future Daily Traffic: 7,000 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: GILLETTE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B13565002, Location: 0.10 MI E OF S ZARZAMORA (Lat: 29.330222, Lng: -98.530750), Route carried "on" structure: City street , Year Built: 2008, Year Reconstructed: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2012), Average Future Daily Traffic: 2,500 (year 2032), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: GILLETTE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B13565002, Location: 0.10 MI E OF S ZARZAMORA (Lat: 29.330222, Lng: -98.530750), Route carried "on" structure: City street , Year Built: 2008, Year Reconstructed: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2012), Average Future Daily Traffic: 2,500 (year 2032), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: GILLETTE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B13985001, Location: 0.47 MI E OF EVERS RD (Lat: 29.490900, Lng: -98.588897), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,982 (year 2020), Average Future Daily Traffic: 3,106 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: GLEN RIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B13985001, Location: 0.47 MI E OF EVERS RD (Lat: 29.490900, Lng: -98.588897), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,982 (year 2020), Average Future Daily Traffic: 3,106 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: GLEN RIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B14168001, Location: 0.20 MI E OF RED LAND RD (Lat: 29.612331, Lng: -98.443467), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,420 (year 2011), Average Future Daily Traffic: 10 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: GOLD CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150150B14168001, Location: 0.20 MI E OF RED LAND RD (Lat: 29.612331, Lng: -98.443467), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,420 (year 2011), Average Future Daily Traffic: 10 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: GOLD CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 150150B14168002, Location: 0.35 MI E OF RED LAND RD (Lat: 29.612928, Lng: -98.440692), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,420 (year 2011), Average Future Daily Traffic: 10 (year 2031), Features Intersected: WEST ELM CREEK, Facility Carried by Structure: GOLD CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150150B14168002, Location: 0.35 MI E OF RED LAND RD (Lat: 29.612928, Lng: -98.440692), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,420 (year 2011), Average Future Daily Traffic: 10 (year 2031), Features Intersected: WEST ELM CREEK, Facility Carried by Structure: GOLD CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 150150B14215001, Location: 0.3 MI N OF IH 410 SE (Lat: 29.332867, Lng: -98.421281), Route carried "on" structure: City street , Year Built: 1985, Year Reconstructed: 2015, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,000 (year 2011), Average Future Daily Traffic: 1,500 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: GOLIAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14215001, Location: 0.3 MI N OF IH 410 SE (Lat: 29.332867, Lng: -98.421281), Route carried "on" structure: City street , Year Built: 1985, Year Reconstructed: 2015, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,000 (year 2011), Average Future Daily Traffic: 1,500 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: GOLIAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14345001, Location: 0.1 MI W OF S FLORES ST (Lat: 29.421181, Lng: -98.496983), Route carried "on" structure: City street , Year Built: 1989, Status: Closed, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 540 (year 2011), Average Future Daily Traffic: 3,090 (year 2031), Design Load: HS 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: GRAHAM ALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $31,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14345001, Location: 0.1 MI W OF S FLORES ST (Lat: 29.421181, Lng: -98.496983), Route carried "on" structure: City street , Year Built: 1989, Status: Closed, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 540 (year 2011), Average Future Daily Traffic: 3,090 (year 2031), Design Load: HS 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: GRAHAM ALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $31,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14515001, Location: 0.3 MI W OF BROADWAY AVE. (Lat: 29.444453, Lng: -98.481608), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,981 (year 2020), Average Future Daily Traffic: 1,753 (year 2031), Features Intersected: SAN ANTONIO RIVER, Facility Carried by Structure: E GRAYSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14515001, Location: 0.3 MI W OF BROADWAY AVE. (Lat: 29.444453, Lng: -98.481608), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,981 (year 2020), Average Future Daily Traffic: 1,753 (year 2031), Features Intersected: SAN ANTONIO RIVER, Facility Carried by Structure: E GRAYSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14650001, Location: 0.3 MI E OF VANCE JACKSON (Lat: 29.488233, Lng: -98.530786), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 327 (year 2020), Average Future Daily Traffic: 372 (year 2031), Features Intersected: MARTINEZ CREEK, Facility Carried by Structure: GREENCREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14650001, Location: 0.3 MI E OF VANCE JACKSON (Lat: 29.488233, Lng: -98.530786), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 327 (year 2020), Average Future Daily Traffic: 372 (year 2031), Features Intersected: MARTINEZ CREEK, Facility Carried by Structure: GREENCREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14680001, Location: 0.3 MI E OF VANCE JACKSON (Lat: 29.487361, Lng: -98.530128), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 492 (year 2020), Average Future Daily Traffic: 360 (year 2031), Features Intersected: MARTINEZ CREEK, Facility Carried by Structure: GREENHAVEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14680001, Location: 0.3 MI E OF VANCE JACKSON (Lat: 29.487361, Lng: -98.530128), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 492 (year 2020), Average Future Daily Traffic: 360 (year 2031), Features Intersected: MARTINEZ CREEK, Facility Carried by Structure: GREENHAVEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14735001, Location: 0.50 MI SW OF E EVANS RD (Lat: 29.611778, Lng: -98.634825), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 1,000 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: W GREEN MOUNTAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14735001, Location: 0.50 MI SW OF E EVANS RD (Lat: 29.611778, Lng: -98.634825), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 1,000 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: W GREEN MOUNTAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14735002, Location: 0.55 MI SW OF E EVANS RD (Lat: 29.611444, Lng: -98.366039), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 800 (year 2031), Design Load: HS 20, Features Intersected: Draw, Facility Carried by Structure: W GREEN MOUNTAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14735002, Location: 0.55 MI SW OF E EVANS RD (Lat: 29.611444, Lng: -98.366039), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 800 (year 2031), Design Load: HS 20, Features Intersected: Draw, Facility Carried by Structure: W GREEN MOUNTAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14885001, Location: 0.2 MI N OF E HOUSTON ST (Lat: 29.427617, Lng: -98.449972), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 550 (year 2011), Average Future Daily Traffic: 1,268 (year 2031), Features Intersected: DRAW - NO NAME, Facility Carried by Structure: GRIMES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14885001, Location: 0.2 MI N OF E HOUSTON ST (Lat: 29.427617, Lng: -98.449972), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 550 (year 2011), Average Future Daily Traffic: 1,268 (year 2031), Features Intersected: DRAW - NO NAME, Facility Carried by Structure: GRIMES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14905001, Location: 0.2 MI W OF 36TH ST (Lat: 29.439981, Lng: -98.574278), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 642 (year 2020), Average Future Daily Traffic: 944 (year 2031), Features Intersected: ZARZAMORA CRK, Facility Carried by Structure: GROFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14905001, Location: 0.2 MI W OF 36TH ST (Lat: 29.439981, Lng: -98.574278), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 642 (year 2020), Average Future Daily Traffic: 944 (year 2031), Features Intersected: ZARZAMORA CRK, Facility Carried by Structure: GROFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14915001, Location: 0.05 MI W OF COMMERCIAL A (Lat: 29.354511, Lng: -98.516997), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,242 (year 2020), Average Future Daily Traffic: 2,841 (year 2031), Design Load: HL 93, Features Intersected: COMMERCIAL TRIBUTARY, Facility Carried by Structure: GROSVENOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150B14915001, Location: 0.05 MI W OF COMMERCIAL A (Lat: 29.354511, Lng: -98.516997), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,242 (year 2020), Average Future Daily Traffic: 2,841 (year 2031), Design Load: HL 93, Features Intersected: COMMERCIAL TRIBUTARY, Facility Carried by Structure: GROSVENOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 150150B14975001, Location: 0.15 MI E OF LAREDO ST (Lat: 29.416275, Lng: -98.499958), Route carried "on" structure: City street , Year Built: 1940, Status: Not yet open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,347 (year 2020), Average Future Daily Traffic: 12,555 (year 2031), Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: GUADALUPE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.4m (44.0ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 150150B14975001, Location: 0.15 MI E OF LAREDO ST (Lat: 29.416275, Lng: -98.499958), Route carried "on" structure: City street , Year Built: 1940, Status: Not yet open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,347 (year 2020), Average Future Daily Traffic: 12,555 (year 2031), Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: GUADALUPE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.4m (44.0ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 150150B14975002, Location: 0.45 MI W OF IH 35 (Lat: 29.418031, Lng: -98.509986), Route carried "on" structure: ServiceCity street 8135, Year Built: 1965, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 119 (year 2011), Average Future Daily Traffic: 150 (year 2031), Features Intersected: ALAZAN CREEK, Facility Carried by Structure: GUADALUPE ST WB LL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B14975002, Location: 0.45 MI W OF IH 35 (Lat: 29.418031, Lng: -98.509986), Route carried "on" structure: ServiceCity street 8135, Year Built: 1965, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 119 (year 2011), Average Future Daily Traffic: 150 (year 2031), Features Intersected: ALAZAN CREEK, Facility Carried by Structure: GUADALUPE ST WB LL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B14975003, Location: 0.45 MI W OF IH 35 (Lat: 29.417842, Lng: -98.510017), Route carried "on" structure: ServiceCity street 8135, Year Built: 1965, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 125 (year 2011), Average Future Daily Traffic: 150 (year 2031), Design Load: HS 20, Features Intersected: ALAZAN CREEK, Facility Carried by Structure: GUADALUPE ST EB LL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B14975003, Location: 0.45 MI W OF IH 35 (Lat: 29.417842, Lng: -98.510017), Route carried "on" structure: ServiceCity street 8135, Year Built: 1965, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 125 (year 2011), Average Future Daily Traffic: 150 (year 2031), Design Load: HS 20, Features Intersected: ALAZAN CREEK, Facility Carried by Structure: GUADALUPE ST EB LL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B14975004, Location: 0.3 MI W OF IH 35 (Lat: 29.417894, Lng: -98.510008), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 44.04m (144.49ft), Average Daily Traffic: 14,760 (year 2011), Average Future Daily Traffic: 16,000 (year 2031), Design Load: HS 20, Features Intersected: ALAZAN CREEK & UPRR, Facility Carried by Structure: GUADALUPE ST ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 4, Lanes under structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 7, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.04m (144.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $30,000, Total Project Cost: $151,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14975004, Location: 0.3 MI W OF IH 35 (Lat: 29.417894, Lng: -98.510008), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 44.04m (144.49ft), Average Daily Traffic: 14,760 (year 2011), Average Future Daily Traffic: 16,000 (year 2031), Design Load: HS 20, Features Intersected: ALAZAN CREEK & UPRR, Facility Carried by Structure: GUADALUPE ST ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 4, Lanes under structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 7, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.04m (144.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $30,000, Total Project Cost: $151,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14975005, Location: 0.14 MI E OF S HAMILTON (Lat: 29.419800, Lng: -98.530778), Route carried "on" structure: City street 8135, Year Built: 1972, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 8,814 (year 2015), Average Future Daily Traffic: 18,000 (year 2031), Features Intersected: APACHE CREEK, Facility Carried by Structure: GUADALUPE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B14975005, Location: 0.14 MI E OF S HAMILTON (Lat: 29.419800, Lng: -98.530778), Route carried "on" structure: City street 8135, Year Built: 1972, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 8,814 (year 2015), Average Future Daily Traffic: 18,000 (year 2031), Features Intersected: APACHE CREEK, Facility Carried by Structure: GUADALUPE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B14985001, Location: 0.13 MI E OF S MAIN ST (Lat: 29.411928, Lng: -98.495697), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,670 (year 2011), Average Future Daily Traffic: 1,982 (year 2031), Features Intersected: SAN ANTONIO RIVER, Facility Carried by Structure: GUENTHER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B14985001, Location: 0.13 MI E OF S MAIN ST (Lat: 29.411928, Lng: -98.495697), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,670 (year 2011), Average Future Daily Traffic: 1,982 (year 2031), Features Intersected: SAN ANTONIO RIVER, Facility Carried by Structure: GUENTHER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B15010001, Location: 0.4 MI W OF BANDERA RD (Lat: 29.519064, Lng: -98.645308), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 21,236 (year 2020), Average Future Daily Traffic: 30,000 (year 2031), Features Intersected: FRENCH CREEK, Facility Carried by Structure: GUILBEAU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B15010001, Location: 0.4 MI W OF BANDERA RD (Lat: 29.519064, Lng: -98.645308), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 21,236 (year 2020), Average Future Daily Traffic: 30,000 (year 2031), Features Intersected: FRENCH CREEK, Facility Carried by Structure: GUILBEAU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B15010002, Location: 0.8 MI W OF BANDERA RD (Lat: 29.519044, Lng: -98.649014), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21,254 (year 2020), Average Future Daily Traffic: 20,000 (year 2031), Features Intersected: DRAIN, Facility Carried by Structure: GUILBEAU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B15010002, Location: 0.8 MI W OF BANDERA RD (Lat: 29.519044, Lng: -98.649014), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21,254 (year 2020), Average Future Daily Traffic: 20,000 (year 2031), Features Intersected: DRAIN, Facility Carried by Structure: GUILBEAU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B15230001, Location: .5 MI S OF BUENA VISTA ST (Lat: 29.421589, Lng: -98.532292), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 3,412 (year 2020), Average Future Daily Traffic: 4,480 (year 2031), Features Intersected: APACHE CREEK, Facility Carried by Structure: S HAMILTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $61,000, Total Project Cost: $917,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B15230001, Location: .5 MI S OF BUENA VISTA ST (Lat: 29.421589, Lng: -98.532292), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 3,412 (year 2020), Average Future Daily Traffic: 4,480 (year 2031), Features Intersected: APACHE CREEK, Facility Carried by Structure: S HAMILTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $61,000, Total Project Cost: $917,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B15300001, Location: 0.23 MI W OF S PRESA ST (Lat: 29.387525, Lng: -98.483344), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 679 (year 2020), Average Future Daily Traffic: 785 (year 2031), Features Intersected: ROCKWOOD CRK, Facility Carried by Structure: HANSFORD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B15300001, Location: 0.23 MI W OF S PRESA ST (Lat: 29.387525, Lng: -98.483344), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 679 (year 2020), Average Future Daily Traffic: 785 (year 2031), Features Intersected: ROCKWOOD CRK, Facility Carried by Structure: HANSFORD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B15345001, Location: 0.05 MI W OF COMMERCIAL A (Lat: 29.351525, Lng: -98.517056), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,402 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2031), Design Load: HL 93, Features Intersected: COMMERCIAL TRIBUTARY, Facility Carried by Structure: W HARDING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150B15345001, Location: 0.05 MI W OF COMMERCIAL A (Lat: 29.351525, Lng: -98.517056), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,402 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2031), Design Load: HL 93, Features Intersected: COMMERCIAL TRIBUTARY, Facility Carried by Structure: W HARDING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 150150B15345002, Location: 0.23 MI W OF S FLORES ST (Lat: 29.351614, Lng: -98.492511), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,735 (year 2020), Average Future Daily Traffic: 2,315 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: W HARDING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B15345002, Location: 0.23 MI W OF S FLORES ST (Lat: 29.351614, Lng: -98.492511), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,735 (year 2020), Average Future Daily Traffic: 2,315 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: W HARDING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B15354001, Location: 1.30 MI N OF STONE OAK (Lat: 29.658517, Lng: -98.497211), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 13,251 (year 2020), Average Future Daily Traffic: 8,000 (year 2035), Features Intersected: DRAW, Facility Carried by Structure: HARDY OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B15354001, Location: 1.30 MI N OF STONE OAK (Lat: 29.658517, Lng: -98.497211), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 13,251 (year 2020), Average Future Daily Traffic: 8,000 (year 2035), Features Intersected: DRAW, Facility Carried by Structure: HARDY OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B15354002, Location: 1.80 MI N OF STONE OAK (Lat: 29.661950, Lng: -98.503064), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 6,946 (year 2020), Average Future Daily Traffic: 5,000 (year 2035), Features Intersected: DRAW, Facility Carried by Structure: HARDY OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B15354002, Location: 1.80 MI N OF STONE OAK (Lat: 29.661950, Lng: -98.503064), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 6,946 (year 2020), Average Future Daily Traffic: 5,000 (year 2035), Features Intersected: DRAW, Facility Carried by Structure: HARDY OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B15375001, Location: 0.1 MI W OF PLEASANTON RD (Lat: 29.372328, Lng: -98.505722), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 704 (year 2020), Average Future Daily Traffic: 646 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: W HARLAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 150150B15375001, Location: 0.1 MI W OF PLEASANTON RD (Lat: 29.372328, Lng: -98.505722), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 704 (year 2020), Average Future Daily Traffic: 646 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: W HARLAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 150150B15525001, Location: 0.16 MI S OF NE LOOP 410 (Lat: 29.514817, Lng: -98.448008), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,366 (year 2020), Average Future Daily Traffic: 1,679 (year 2031), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: HASKIN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B15525001, Location: 0.16 MI S OF NE LOOP 410 (Lat: 29.514817, Lng: -98.448008), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,366 (year 2020), Average Future Daily Traffic: 1,679 (year 2031), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: HASKIN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B15537002, Location: 0.7 MI S OF RITTIMAN RD (Lat: 29.475028, Lng: -98.435269), Route carried "on" structure: City street 8035, Year Built: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 22,370 (year 2011), Average Future Daily Traffic: 23,000 (year 2031), Features Intersected: DRAIN, Facility Carried by Structure: HARRY WURZBACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.052, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: July 2021
Structure Number: 150150B15537002, Location: 0.7 MI S OF RITTIMAN RD (Lat: 29.475028, Lng: -98.435269), Route carried "on" structure: City street 8035, Year Built: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 22,370 (year 2011), Average Future Daily Traffic: 23,000 (year 2031), Features Intersected: DRAIN, Facility Carried by Structure: HARRY WURZBACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.052, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: July 2021
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Structure Number: 150150B15655001, Location: 0.01 MI S OF STAHL RD (Lat: 29.573811, Lng: -98.405511), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 820 (year 2011), Average Future Daily Traffic: 1,002 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: HAYMARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 150150B15655001, Location: 0.01 MI S OF STAHL RD (Lat: 29.573811, Lng: -98.405511), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 820 (year 2011), Average Future Daily Traffic: 1,002 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: HAYMARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 150150B15775001, Location: 0.58 MI N OF HENDERSON RD (Lat: 29.582419, Lng: -98.464503), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,960 (year 2011), Average Future Daily Traffic: 3,508 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: HEIMER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B15775001, Location: 0.58 MI N OF HENDERSON RD (Lat: 29.582419, Lng: -98.464503), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,960 (year 2011), Average Future Daily Traffic: 3,508 (year 2031), Features Intersected: DRAW, Facility Carried by Structure: HEIMER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B15810001, Location: 0.2 MI EAST OF CALLAGHAN (Lat: 29.456142, Lng: -98.598403), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 4,328 (year 2020), Average Future Daily Traffic: 5,000 (year 2031), Design Load: HS 20, Features Intersected: ZARZAMORA CREEK, Facility Carried by Structure: HEMPHILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150B15810001, Location: 0.2 MI EAST OF CALLAGHAN (Lat: 29.456142, Lng: -98.598403), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 4,328 (year 2020), Average Future Daily Traffic: 5,000 (year 2031), Design Load: HS 20, Features Intersected: ZARZAMORA CREEK, Facility Carried by Structure: HEMPHILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150B15830001, Location: 0.8 MI S OF THOUSAND OAKS (Lat: 29.576242, Lng: -98.460831), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 750 (year 2011), Average Future Daily Traffic: 1,500 (year 2031), Design Load: HS 20, Features Intersected: LORENCE CREEK, Facility Carried by Structure: HENDERSON PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150B15830001, Location: 0.8 MI S OF THOUSAND OAKS (Lat: 29.576242, Lng: -98.460831), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 750 (year 2011), Average Future Daily Traffic: 1,500 (year 2031), Design Load: HS 20, Features Intersected: LORENCE CREEK, Facility Carried by Structure: HENDERSON PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150B15990001, Location: 1.5 MI WEST OF IH 10 (Lat: 29.572203, Lng: -98.620653), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 12,000 (year 2012), Average Future Daily Traffic: 5,000 (year 2031), Design Load: HL 93, Features Intersected: Leon Creek, Facility Carried by Structure: Hausman Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150B15990001, Location: 1.5 MI WEST OF IH 10 (Lat: 29.572203, Lng: -98.620653), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 12,000 (year 2012), Average Future Daily Traffic: 5,000 (year 2031), Design Load: HL 93, Features Intersected: Leon Creek, Facility Carried by Structure: Hausman Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 150150B15990002, Location: 1.02 MI E of LP 1604 (Lat: 29.572039, Lng: -98.634000), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 28,944 (year 2020), Average Future Daily Traffic: 20,000 (year 2032), Design Load: HL 93, Features Intersected: Huesta Creek Tributary A, Facility Carried by Structure: W Hausman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150B15990002, Location: 1.02 MI E of LP 1604 (Lat: 29.572039, Lng: -98.634000), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 28,944 (year 2020), Average Future Daily Traffic: 20,000 (year 2032), Design Load: HL 93, Features Intersected: Huesta Creek Tributary A, Facility Carried by Structure: W Hausman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 150150B15990003, Location: 1.0 MI E of LP 1604 (Lat: 29.571931, Lng: -98.635339), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 17,000 (year 2015), Average Future Daily Traffic: 20,000 (year 2032), Design Load: HL 93, Features Intersected: Huesta Creek Channel Two, Facility Carried by Structure: W Hausman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150B15990003, Location: 1.0 MI E of LP 1604 (Lat: 29.571931, Lng: -98.635339), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 17,000 (year 2015), Average Future Daily Traffic: 20,000 (year 2032), Design Load: HL 93, Features Intersected: Huesta Creek Channel Two, Facility Carried by Structure: W Hausman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 150150B15990004, Location: 0.9 MI E of LP 1604 (Lat: 29.571539, Lng: -98.636181), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,000 (year 2015), Average Future Daily Traffic: 20,000 (year 2032), Design Load: HL 93, Features Intersected: Huesta Creek, Facility Carried by Structure: W Hausman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150B15990004, Location: 0.9 MI E of LP 1604 (Lat: 29.571539, Lng: -98.636181), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,000 (year 2015), Average Future Daily Traffic: 20,000 (year 2032), Design Load: HL 93, Features Intersected: Huesta Creek, Facility Carried by Structure: W Hausman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels