Bridge Statistics for Burton, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 121ft / 36.5mTotal length
- $169,000Total costs
- 99,028Total average daily traffic
- 19,563Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Burton
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 21960-1969
- 51970-1979
- 11980-1989
- 21990-1999
- 32000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 18.2%Very good
- 54.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 54.5%Good
- 45.5%Satisfactory
- Bridge Condition - Channel
- 38.5%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1723900114091, Location: 0.15 MI E OF FM 1948 (Lat: 30.189753, Lng: -96.547044), Route carried "on" structure: US 290, Year Built: 1967, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,710 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,660 (year 2033), Design Load: H 20, Features Intersected: EAST MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1723900114091, Location: 0.15 MI E OF FM 1948 (Lat: 30.189753, Lng: -96.547044), Route carried "on" structure: US 290, Year Built: 1967, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,710 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,660 (year 2033), Design Load: H 20, Features Intersected: EAST MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 172390011409114, Location: 1.22 MI SW OF FM 2502 (Lat: 30.151303, Lng: -96.630119), Route carried "on" structure: US 290, Year Built: 1969, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 11,507 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,710 (year 2033), Design Load: HS 20, Features Intersected: SH 237 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.583, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390011409114, Location: 1.22 MI SW OF FM 2502 (Lat: 30.151303, Lng: -96.630119), Route carried "on" structure: US 290, Year Built: 1969, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 11,507 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,710 (year 2033), Design Load: HS 20, Features Intersected: SH 237 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.583, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 172390011409118, Location: 0.54 MI W OF SP 125 (Lat: 30.177419, Lng: -96.594092), Route carried "on" structure: US 290, Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 17,518 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 15,950 (year 2033), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.213, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 172390011409118, Location: 0.54 MI W OF SP 125 (Lat: 30.177419, Lng: -96.594092), Route carried "on" structure: US 290, Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 17,518 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 15,950 (year 2033), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.213, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 172390011409119, Location: 0.38 MI W OF SP 125 (Lat: 30.179172, Lng: -96.592164), Route carried "on" structure: City street 15, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2037), Design Load: HS 20, Features Intersected: US 290, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 8.81m (28.90ft), Kilometerpoint: 9.479, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390011409119, Location: 0.38 MI W OF SP 125 (Lat: 30.179172, Lng: -96.592164), Route carried "on" structure: City street 15, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2037), Design Load: HS 20, Features Intersected: US 290, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 8.81m (28.90ft), Kilometerpoint: 9.479, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17239001140912, Location: 0.08 MI W OF SP 125 (Lat: 30.182178, Lng: -96.588911), Route carried "on" structure: US 290, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,970 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 20,310 (year 2033), Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.934, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 17239001140912, Location: 0.08 MI W OF SP 125 (Lat: 30.182178, Lng: -96.588911), Route carried "on" structure: US 290, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,970 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 20,310 (year 2033), Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.934, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 172390011409121, Location: 0.18 MI E OF SP 125 (Lat: 30.183658, Lng: -96.585347), Route carried "on" structure: US 290, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,970 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 20,310 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.371, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 172390011409121, Location: 0.18 MI E OF SP 125 (Lat: 30.183658, Lng: -96.585347), Route carried "on" structure: US 290, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,970 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 20,310 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.371, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 172390011409134, Location: 0.15 MI E OF FM 1948 (Lat: 30.189567, Lng: -96.547017), Route carried "on" structure: US 290, Year Built: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,478 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,660 (year 2033), Design Load: HS 20, Features Intersected: EAST MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390011409134, Location: 0.15 MI E OF FM 1948 (Lat: 30.189567, Lng: -96.547017), Route carried "on" structure: US 290, Year Built: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,478 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,660 (year 2033), Design Load: HS 20, Features Intersected: EAST MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 172390033808088, Location: 0.33 MI NE OF FM 1697 (Lat: 30.189922, Lng: -96.596558), Route carried "on" structure: State highway 390, Year Built: 1949, Year Reconstructed: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 940 (year 2033), Design Load: H 15, Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2021
Structure Number: 172390033808088, Location: 0.33 MI NE OF FM 1697 (Lat: 30.189922, Lng: -96.596558), Route carried "on" structure: State highway 390, Year Built: 1949, Year Reconstructed: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 940 (year 2033), Design Load: H 15, Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2021
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Structure Number: 172390AA0110002, Location: 1.25 MI E OF FM 2780 (Lat: 30.233592, Lng: -96.608589), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 140 (year 2038), Features Intersected: MC CAIN CREEK, Facility Carried by Structure: CHRISTIAN CEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $169,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 172390AA0110002, Location: 1.25 MI E OF FM 2780 (Lat: 30.233592, Lng: -96.608589), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 140 (year 2038), Features Intersected: MC CAIN CREEK, Facility Carried by Structure: CHRISTIAN CEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $169,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 172390AA0111001, Location: 0.40 MI W OF FM 1948 (Lat: 30.229053, Lng: -96.605294), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 90 (year 2038), Features Intersected: MC CAIN CREEK, Facility Carried by Structure: POST OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390AA0111001, Location: 0.40 MI W OF FM 1948 (Lat: 30.229053, Lng: -96.605294), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 90 (year 2038), Features Intersected: MC CAIN CREEK, Facility Carried by Structure: POST OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 172390AA0395001, Location: 0.31 MI SE OF RAILROAD ST (Lat: 30.171869, Lng: -96.585867), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 150 (year 2035), Features Intersected: INDIAN CREEK, Facility Carried by Structure: BOEHNEMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: December 2021, Deck Structure Type: Open Grating
Structure Number: 172390AA0395001, Location: 0.31 MI SE OF RAILROAD ST (Lat: 30.171869, Lng: -96.585867), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 150 (year 2035), Features Intersected: INDIAN CREEK, Facility Carried by Structure: BOEHNEMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: December 2021, Deck Structure Type: Open Grating
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Structure Number: 172390AA0395004, Location: 2.25 MI SE OF RAILROAD ST (Lat: 30.153042, Lng: -96.566997), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 1 (year 1900), Features Intersected: INDIAN CREEK BRANCH, Facility Carried by Structure: BOEHNEMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: November 2021, Deck Structure Type: Corrugated Steel
Structure Number: 172390AA0395004, Location: 2.25 MI SE OF RAILROAD ST (Lat: 30.153042, Lng: -96.566997), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 1 (year 1900), Features Intersected: INDIAN CREEK BRANCH, Facility Carried by Structure: BOEHNEMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: November 2021, Deck Structure Type: Corrugated Steel
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Structure Number: 172390AA0400001, Location: 1.5 MI SW OF FM 2502 (Lat: 30.121239, Lng: -96.603950), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 171 (year 2017), Average Future Daily Traffic: 140 (year 2035), Features Intersected: CAMP CREEK, Facility Carried by Structure: FUCHS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390AA0400001, Location: 1.5 MI SW OF FM 2502 (Lat: 30.121239, Lng: -96.603950), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 171 (year 2017), Average Future Daily Traffic: 140 (year 2035), Features Intersected: CAMP CREEK, Facility Carried by Structure: FUCHS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 172390AA0403001, Location: 0.1 MI SE OLD MILL CRK RD (Lat: 30.158436, Lng: -96.543886), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 100 (year 2035), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: HOHENWALD SCHOOLRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.934, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390AA0403001, Location: 0.1 MI SE OLD MILL CRK RD (Lat: 30.158436, Lng: -96.543886), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 100 (year 2035), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: HOHENWALD SCHOOLRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.934, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 172390C00040002, Location: 0.15 MI SW OF LP 125 (Lat: 30.179889, Lng: -96.596186), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 100 (year 2039), Design Load: HL 93, Features Intersected: INDIAN CREEK, Facility Carried by Structure: TEXAS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390C00040002, Location: 0.15 MI SW OF LP 125 (Lat: 30.179889, Lng: -96.596186), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 100 (year 2039), Design Load: HL 93, Features Intersected: INDIAN CREEK, Facility Carried by Structure: TEXAS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 172390011409119, Location: 0.38 MI W OF SP 125, Route carried "under" structure: US 290, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 11,390 (year 2013), Truck Traffic: 20%, Features Intersected: US 290, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 9.479, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 9.479, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)