Bridge Statistics for San Benito, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21940-1949
- 41950-1959
- 21970-1979
- 41980-1989
- 51990-1999
- 472000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Very good
- 83.3%Good
- 10.4%Satisfactory
- Bridge Condition - Superstructure
- 45.8%Very good
- 54.2%Good
- Bridge Condition - Substructure
- 4.2%Very good
- 81.3%Good
- 8.3%Satisfactory
- 4.2%Fair
- 2.1%Poor
- Bridge Condition - Channel
- 2.6%Very good
- 43.6%Good
- 35.9%Satisfactory
- 15.4%Fair
- 2.6%Poor
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Structure Number: 210310AA2264001, Location: 2.54 MI. NE Of I-69E (Lat: 26.157361, Lng: -97.614225), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 4,466 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 6,250 (year 2036), Design Load: HL 93, Features Intersected: Resaca De Los Fresnos, Facility Carried by Structure: San Jose Ranch Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Number Of Spans In Main Unit: 10, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 210310AA2264001, Location: 2.54 MI. NE Of I-69E (Lat: 26.157361, Lng: -97.614225), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 4,466 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 6,250 (year 2036), Design Load: HL 93, Features Intersected: Resaca De Los Fresnos, Facility Carried by Structure: San Jose Ranch Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Number Of Spans In Main Unit: 10, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 210310N00505001, Location: 0.5 MI SE OF COMBES ST (Lat: 26.131867, Lng: -97.636008), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 1,080 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,240 (year 2029), Design Load: HS 20, Features Intersected: RESACA DE LOS FRESNOS, Facility Carried by Structure: ZARAGOSA 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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310N00505001, Location: 0.5 MI SE OF COMBES ST (Lat: 26.131867, Lng: -97.636008), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 1,080 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,240 (year 2029), Design Load: HS 20, Features Intersected: RESACA DE LOS FRESNOS, Facility Carried by Structure: ZARAGOSA 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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210310N00531001, Location: 0.3 MI N OF JCT LP 448 (Lat: 26.150172, Lng: -97.636108), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,286 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,160 (year 2029), Design Load: HS 20, Features Intersected: CCWID #2 DITCH E, Facility Carried by Structure: LOVETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210310N00531001, Location: 0.3 MI N OF JCT LP 448 (Lat: 26.150172, Lng: -97.636108), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,286 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,160 (year 2029), Design Load: HS 20, Features Intersected: CCWID #2 DITCH E, Facility Carried by Structure: LOVETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210310N00758001, Location: 0.1 MI SE OF LOVETT RD (Lat: 26.148119, Lng: -97.636597), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,320 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,440 (year 2029), Features Intersected: CCWID #2 DITCH E, Facility Carried by Structure: ROSS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310N00758001, Location: 0.1 MI SE OF LOVETT RD (Lat: 26.148119, Lng: -97.636597), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,320 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,440 (year 2029), Features Intersected: CCWID #2 DITCH E, Facility Carried by Structure: ROSS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210310N00778001, Location: 0.25 MI SE OF FM 1846 (Lat: 26.155244, Lng: -97.636583), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,255 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2029), Design Load: HS 20, Features Intersected: CCWID #2 DITCH E, Facility Carried by Structure: RUSSELL LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210310N00778001, Location: 0.25 MI SE OF FM 1846 (Lat: 26.155244, Lng: -97.636583), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,255 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2029), Design Load: HS 20, Features Intersected: CCWID #2 DITCH E, Facility Carried by Structure: RUSSELL LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210310N00796001, Location: 0.25 MI SW OF US 77 (Lat: 26.107533, Lng: -97.610617), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,289 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 9,900 (year 2030), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SHERER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.673, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310N00796001, Location: 0.25 MI SW OF US 77 (Lat: 26.107533, Lng: -97.610617), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,289 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 9,900 (year 2030), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SHERER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.673, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210310N00810001, Location: 0.30 MI NW OF SH 345 (Lat: 26.135575, Lng: -97.635347), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 7,887 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 9,420 (year 2029), Design Load: HS 20, Features Intersected: RESACA DE LOS FRESNOS, Facility Carried by Structure: STENGER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310N00810001, Location: 0.30 MI NW OF SH 345 (Lat: 26.135575, Lng: -97.635347), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 7,887 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 9,420 (year 2029), Design Load: HS 20, Features Intersected: RESACA DE LOS FRESNOS, Facility Carried by Structure: STENGER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210310N00810003, Location: 0.1 MI SW OF US 77 BUS (Lat: 26.145892, Lng: -97.638872), Route carried "on" structure: City street , Year Built: 1980, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2029), Features Intersected: CCWID #2 DRAIN DITCH, Facility Carried by Structure: STENGER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210310N00810003, Location: 0.1 MI SW OF US 77 BUS (Lat: 26.145892, Lng: -97.638872), Route carried "on" structure: City street , Year Built: 1980, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2029), Features Intersected: CCWID #2 DRAIN DITCH, Facility Carried by Structure: STENGER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210310N00830001, Location: 0.01 MI SE OF RATLIFF ST (Lat: 26.131544, Lng: -97.655597), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,212 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2029), Design Load: HS 20, Features Intersected: RESACA DE LOS FRESNOS, Facility Carried by Structure: TURNER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310N00830001, Location: 0.01 MI SE OF RATLIFF ST (Lat: 26.131544, Lng: -97.655597), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,212 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2029), Design Load: HS 20, Features Intersected: RESACA DE LOS FRESNOS, Facility Carried by Structure: TURNER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21031000390733, Location: 1.50 MI SE OF FM 801 (Lat: 26.149800, Lng: -97.667031), Route carried "under" structure: State highway 509, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 12,960 (year 2013), Truck Traffic: 31%, Features Intersected: FM 509 (HELEN MOORE RD), Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 25.120, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 21031000390733, Location: 1.50 MI SE OF FM 801 (Lat: 26.149800, Lng: -97.667031), Route carried "under" structure: State highway 509, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 12,960 (year 2013), Truck Traffic: 31%, Features Intersected: FM 509 (HELEN MOORE RD), Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 25.120, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 210310003907331, Location: 1.50 MI SE OF FM 801 (Lat: 26.149986, Lng: -97.667767), Route carried "under" structure: State highway 509, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 5,990 (year 2013), Truck Traffic: 31%, Features Intersected: FM 509 (HELEN MOORE RD), Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 25.136, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 210310003907331, Location: 1.50 MI SE OF FM 801 (Lat: 26.149986, Lng: -97.667767), Route carried "under" structure: State highway 509, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 5,990 (year 2013), Truck Traffic: 31%, Features Intersected: FM 509 (HELEN MOORE RD), Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 25.136, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 210310003907362, Location: 1.50 MI NW OF FM 2520 (Lat: 26.140383, Lng: -97.655025), Route carried "under" structure: Business State highway 486, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 12,600 (year 2011), Truck Traffic: 7%, Features Intersected: SPUR 486 (WILLIAMS RD), Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 13.568, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 210310003907362, Location: 1.50 MI NW OF FM 2520 (Lat: 26.140383, Lng: -97.655025), Route carried "under" structure: Business State highway 486, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 12,600 (year 2011), Truck Traffic: 7%, Features Intersected: SPUR 486 (WILLIAMS RD), Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 13.568, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 210310003907363, Location: 1.50 MI NW OF FM 2520 (Lat: 26.140511, Lng: -97.655556), Route carried "under" structure: Business State highway 486, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 12,600 (year 2011), Truck Traffic: 7%, Features Intersected: SPUR 486 (WILLIAMS RD), Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 13.610, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 210310003907363, Location: 1.50 MI NW OF FM 2520 (Lat: 26.140511, Lng: -97.655556), Route carried "under" structure: Business State highway 486, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 12,600 (year 2011), Truck Traffic: 7%, Features Intersected: SPUR 486 (WILLIAMS RD), Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 13.610, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 210310003907364, Location: 1.00 MI NW OF FM 2520 (Lat: 26.135567, Lng: -97.648906), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 1%, Features Intersected: RATLIFF ST, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 210310003907364, Location: 1.00 MI NW OF FM 2520 (Lat: 26.135567, Lng: -97.648906), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 1%, Features Intersected: RATLIFF ST, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 210310003907365, Location: 1.00 MI NW OF FM 2520 (Lat: 26.135669, Lng: -97.649439), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 1%, Features Intersected: RATLIFF ST, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 210310003907365, Location: 1.00 MI NW OF FM 2520 (Lat: 26.135669, Lng: -97.649439), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 1%, Features Intersected: RATLIFF ST, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 210310003907368, Location: 2.10 MI NW OF FM 732 (Lat: 26.126492, Lng: -97.636203), Route carried "under" structure: State highway 345, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 8,040 (year 2017), Truck Traffic: 13%, Features Intersected: SH 345 (SAM HOUSTON ST), Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 14.117, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 210310003907368, Location: 2.10 MI NW OF FM 732 (Lat: 26.126492, Lng: -97.636203), Route carried "under" structure: State highway 345, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 8,040 (year 2017), Truck Traffic: 13%, Features Intersected: SH 345 (SAM HOUSTON ST), Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 14.117, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 210310003907369, Location: 2.10 MI NW OF FM 732 (Lat: 26.126611, Lng: -97.636794), Route carried "under" structure: State highway 345, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 8,040 (year 2017), Truck Traffic: 13%, Features Intersected: SH 345 (SAM HOUSTON ST), Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 14.140, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 210310003907369, Location: 2.10 MI NW OF FM 732 (Lat: 26.126611, Lng: -97.636794), Route carried "under" structure: State highway 345, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 8,040 (year 2017), Truck Traffic: 13%, Features Intersected: SH 345 (SAM HOUSTON ST), Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 14.140, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 21031000390737, Location: 0.50 MI SE OF SH 345 (Lat: 26.122025, Lng: -97.630603), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 1%, Features Intersected: McCulloch St, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 21031000390737, Location: 0.50 MI SE OF SH 345 (Lat: 26.122025, Lng: -97.630603), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 1%, Features Intersected: McCulloch St, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 210310003907371, Location: 0.50 MI SE OF SH 345 (Lat: 26.121917, Lng: -97.629964), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 1%, Features Intersected: McCulloch St, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 210310003907371, Location: 0.50 MI SE OF SH 345 (Lat: 26.121917, Lng: -97.629964), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 1%, Features Intersected: McCulloch St, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 210310003907372, Location: 1.52 MI SE OF SH 345 (Lat: 26.113942, Lng: -97.617125), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 1%, Features Intersected: LINE M RD, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 210310003907372, Location: 1.52 MI SE OF SH 345 (Lat: 26.113942, Lng: -97.617125), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 1%, Features Intersected: LINE M RD, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 210310003907373, Location: 1.52 MI SE OF SH 345 (Lat: 26.113597, Lng: -97.617269), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 1%, Features Intersected: LINE M RD, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 210310003907373, Location: 1.52 MI SE OF SH 345 (Lat: 26.113597, Lng: -97.617269), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 1%, Features Intersected: LINE M RD, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 210310003907376, Location: 2.15 MI SE OF SH 345 (Lat: 26.109128, Lng: -97.604692), Route carried "under" structure: State highway 732, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2015), Truck Traffic: 27%, Features Intersected: FM 732; UP RR; US 77 BUS, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 0.269, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.6m (234.9ft)
Structure Number: 210310003907376, Location: 2.15 MI SE OF SH 345 (Lat: 26.109128, Lng: -97.604692), Route carried "under" structure: State highway 732, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2015), Truck Traffic: 27%, Features Intersected: FM 732; UP RR; US 77 BUS, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 0.269, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.6m (234.9ft)
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Structure Number: 210310003907377, Location: 2.15 MI SE OF SH 345 (Lat: 26.109497, Lng: -97.604925), Route carried "under" structure: State highway 732, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2015), Truck Traffic: 27%, Features Intersected: FM 732; UP RR; US 77 BUS, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.238, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.6m (234.9ft)
Structure Number: 210310003907377, Location: 2.15 MI SE OF SH 345 (Lat: 26.109497, Lng: -97.604925), Route carried "under" structure: State highway 732, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2015), Truck Traffic: 27%, Features Intersected: FM 732; UP RR; US 77 BUS, Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.238, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.6m (234.9ft)