Bridge Statistics for Mertzon, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 148ft / 45.1mTotal length
- 52,301Total average daily traffic
- 6,696Total average daily truck traffic
- 93,551Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mertzon
- No street view available for this location
- New bridges - historical statistics
- 121930-1939
- 11950-1959
- 31960-1969
- Reconstructed bridges - Historical Statistics
- 61950-1959
- 21960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 14.3%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 50.0%Good
- 43.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 11.1%Good
- 66.7%Satisfactory
- 22.2%Fair
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Structure Number: 71190007702003, Location: 4.6 MI W OF SH 163 (Lat: 31.136711, Lng: -101.246378), Route carried "on" structure: US 67, Year Built: 1934, Year Reconstructed: 1960, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,524 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,452 (year 2038), Design Load: H 15, Features Intersected: TEE PEE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 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: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007702003, Location: 4.6 MI W OF SH 163 (Lat: 31.136711, Lng: -101.246378), Route carried "on" structure: US 67, Year Built: 1934, Year Reconstructed: 1960, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,524 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,452 (year 2038), Design Load: H 15, Features Intersected: TEE PEE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 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: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007704039, Location: 19.9 MI E OF SH 163 (Lat: 31.206411, Lng: -100.853803), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,448 (year 2038), Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.512, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.2m (56.4ft)
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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007704039, Location: 19.9 MI E OF SH 163 (Lat: 31.206411, Lng: -100.853803), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,448 (year 2038), Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.512, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.2m (56.4ft)
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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7119000770404, Location: 20.4 MI E OF SH 163 (Lat: 31.212036, Lng: -100.845469), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 2017, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,448 (year 2038), Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.515, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7119000770404, Location: 20.4 MI E OF SH 163 (Lat: 31.212036, Lng: -100.845469), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 2017, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,448 (year 2038), Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.515, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007704041, Location: 0.1 MI NE OF FM 915 (Lat: 31.227333, Lng: -100.828675), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,661 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,927 (year 2038), Design Load: H 15, Features Intersected: ROCK PEN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007704041, Location: 0.1 MI NE OF FM 915 (Lat: 31.227333, Lng: -100.828675), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,661 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,927 (year 2038), Design Load: H 15, Features Intersected: ROCK PEN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007704042, Location: 1.3 MI NE OF FM 915 (Lat: 31.242408, Lng: -100.820233), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 2017, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,661 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,927 (year 2038), Design Load: H 15, Features Intersected: TANKERSLEY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.306, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007704042, Location: 1.3 MI NE OF FM 915 (Lat: 31.242408, Lng: -100.820233), Route carried "on" structure: US 67, Year Built: 1935, Year Reconstructed: 2017, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,661 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,927 (year 2038), Design Load: H 15, Features Intersected: TANKERSLEY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.306, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007705005, Location: 0.1 MI S OF RM 2469 (Lat: 31.264081, Lng: -100.816803), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,254 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,143 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, 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, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007705005, Location: 0.1 MI S OF RM 2469 (Lat: 31.264081, Lng: -100.816803), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,254 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,143 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, 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, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007705006, Location: 0.8 MI N OF RM 2469 (Lat: 31.276694, Lng: -100.814414), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1959, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,337 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,143 (year 2038), Design Load: H 15, Features Intersected: COON HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007705006, Location: 0.8 MI N OF RM 2469 (Lat: 31.276694, Lng: -100.814414), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1959, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,337 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,143 (year 2038), Design Load: H 15, Features Intersected: COON HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007705007, Location: 0.1 MI SW OF FM 72 (Lat: 31.282694, Lng: -100.812864), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,337 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,143 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007705007, Location: 0.1 MI SW OF FM 72 (Lat: 31.282694, Lng: -100.812864), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,337 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,143 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007705008, Location: 1.1 MI SW OF RM 853 (Lat: 31.296769, Lng: -100.801747), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,914 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,849 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.226, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, Culverts: Fair, 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, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007705008, Location: 1.1 MI SW OF RM 853 (Lat: 31.296769, Lng: -100.801747), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,914 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,849 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.226, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, Culverts: Fair, 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, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007705009, Location: 0.4 MI SW OF RM 853 (Lat: 31.304731, Lng: -100.795458), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1959, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,914 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,849 (year 2038), Design Load: H 15, Features Intersected: LOPEZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007705009, Location: 0.4 MI SW OF RM 853 (Lat: 31.304731, Lng: -100.795458), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1959, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,914 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,849 (year 2038), Design Load: H 15, Features Intersected: LOPEZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7119000770501, Location: 0.2 MI NE OF RM 853 (Lat: 31.311514, Lng: -100.789036), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,698 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,868 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.247, Lanes on structure: 2, Owner: State 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: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, 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: Equal to 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7119000770501, Location: 0.2 MI NE OF RM 853 (Lat: 31.311514, Lng: -100.789036), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,698 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,868 (year 2038), Design Load: H 15, Features Intersected: DRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.247, Lanes on structure: 2, Owner: State 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: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Good, 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: Equal to 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190007707043, Location: 0.2 MI E OF US 67 (Lat: 31.283847, Lng: -100.808367), Route carried "on" structure: State highway 72, Year Built: 1934, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 177 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 239 (year 2038), Design Load: H 15, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190007707043, Location: 0.2 MI E OF US 67 (Lat: 31.283847, Lng: -100.808367), Route carried "on" structure: State highway 72, Year Built: 1934, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 177 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 239 (year 2038), Design Load: H 15, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190164401001, Location: 0.6 MI SE OF US 67 (Lat: 31.218350, Lng: -100.825286), Route carried "on" structure: State highway 915, Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 269 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 371 (year 2038), Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190164401001, Location: 0.6 MI SE OF US 67 (Lat: 31.218350, Lng: -100.825286), Route carried "on" structure: State highway 915, Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 269 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 371 (year 2038), Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190246801001, Location: 4.4 MI NW OF US 67 (Lat: 31.295233, Lng: -100.880794), Route carried "on" structure: State highway 2469, Year Built: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 733 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,248 (year 2038), Features Intersected: LOPEZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190246801001, Location: 4.4 MI NW OF US 67 (Lat: 31.295233, Lng: -100.880794), Route carried "on" structure: State highway 2469, Year Built: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 733 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,248 (year 2038), Features Intersected: LOPEZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190246801002, Location: 3.9 MI NW OF US 67 (Lat: 31.290297, Lng: -100.871628), Route carried "on" structure: State highway 2469, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 733 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,248 (year 2038), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190246801002, Location: 3.9 MI NW OF US 67 (Lat: 31.290297, Lng: -100.871628), Route carried "on" structure: State highway 2469, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 733 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,248 (year 2038), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71190246801003, Location: 0.3 MI W OF US 67 (Lat: 31.265547, Lng: -100.821808), Route carried "on" structure: State highway 2469, Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,289 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,248 (year 2038), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Good, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71190246801003, Location: 0.3 MI W OF US 67 (Lat: 31.265547, Lng: -100.821808), Route carried "on" structure: State highway 2469, Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,289 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,248 (year 2038), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Good, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous