Bridge Statistics for Freeport, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 2,182ft / 665mTotal length
- $615,000Total costs
- 192,870Total average daily traffic
- 17,437Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Freeport
- No street view available for this location
- New bridges - historical statistics
- 61930-1939
- 41960-1969
- 11970-1979
- 171980-1989
- 31990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 51950-1959
- 01960-1969
- 21970-1979
- 21980-1989
- Bridge Condition - Deck
- 11.8%Very good
- 64.7%Good
- 17.6%Satisfactory
- 5.9%Poor
- Bridge Condition - Superstructure
- 11.8%Very good
- 70.6%Good
- 5.9%Satisfactory
- 5.9%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 5.9%Very good
- 52.9%Good
- 29.4%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 9.7%Very good
- 35.5%Good
- 48.4%Satisfactory
- 6.5%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 33.3%Satisfactory
- 6.7%Fair
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Structure Number: 120200011108056, Location: 0.05 MI N OF SH 36 (Lat: 28.947086, Lng: -95.377422), Route carried "on" structure: State highway 288, Year Built: 1971, Year Reconstructed: 1984, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,096 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.989, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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 24 months, Inspection Date: December 2020
Structure Number: 120200011108056, Location: 0.05 MI N OF SH 36 (Lat: 28.947086, Lng: -95.377422), Route carried "on" structure: State highway 288, Year Built: 1971, Year Reconstructed: 1984, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,096 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.989, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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 24 months, Inspection Date: December 2020
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Structure Number: 120200011108061, Location: 1.25 MI N OF FM 1459 (Lat: 28.945150, Lng: -95.370436), Route carried "on" structure: Ramp State highway 288, Year Built: 1984, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,650 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 13,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.731, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: December 2020
Structure Number: 120200011108061, Location: 1.25 MI N OF FM 1459 (Lat: 28.945150, Lng: -95.370436), Route carried "on" structure: Ramp State highway 288, Year Built: 1984, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,650 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 13,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.731, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: December 2020
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Structure Number: 120200011108062, Location: 1.25 MI N OF FM 1459 (Lat: 28.944875, Lng: -95.369764), Route carried "on" structure: State highway 288, Year Built: 1984, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SH 36 NB EXIT RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: December 2020
Structure Number: 120200011108062, Location: 1.25 MI N OF FM 1459 (Lat: 28.944875, Lng: -95.369764), Route carried "on" structure: State highway 288, Year Built: 1984, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SH 36 NB EXIT RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: December 2020
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Structure Number: 120200018806013, Location: 6.25 MI E OF FM 2004 (Lat: 28.968100, Lng: -95.416467), Route carried "on" structure: State highway 36, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,018 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,310 (year 2033), Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.676, 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: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.6m (51.2ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200018806013, Location: 6.25 MI E OF FM 2004 (Lat: 28.968100, Lng: -95.416467), Route carried "on" structure: State highway 36, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,018 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,310 (year 2033), Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.676, 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: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.6m (51.2ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200018806014, Location: 6.60 MI E OF FM 2004 (Lat: 28.966700, Lng: -95.410417), Route carried "on" structure: State highway 36, Year Built: 1931, Year Reconstructed: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,018 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.239, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
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: November 2020
Structure Number: 120200018806014, Location: 6.60 MI E OF FM 2004 (Lat: 28.966700, Lng: -95.410417), Route carried "on" structure: State highway 36, Year Built: 1931, Year Reconstructed: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,018 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.239, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
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: November 2020
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Structure Number: 120200018806031, Location: 6.95 MI E OF FM 2004 (Lat: 28.966847, Lng: -95.410394), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.802, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, 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: December 2020
Structure Number: 120200018806031, Location: 6.95 MI E OF FM 2004 (Lat: 28.966847, Lng: -95.410394), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.802, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, 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: December 2020
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Structure Number: 120200018806032, Location: 7.35 MI E OF FM 2004 (Lat: 28.964514, Lng: -95.405222), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: December 2020
Structure Number: 120200018806032, Location: 7.35 MI E OF FM 2004 (Lat: 28.964514, Lng: -95.405222), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: December 2020
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Structure Number: 120200018806033, Location: 7.70 MI E OF FM 2004 (Lat: 28.960619, Lng: -95.400825), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very 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: 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: December 2020
Structure Number: 120200018806033, Location: 7.70 MI E OF FM 2004 (Lat: 28.960619, Lng: -95.400825), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very 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: 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: December 2020
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Structure Number: 120200018806034, Location: 8.30 MI E OF FM 2004 (Lat: 28.956897, Lng: -95.396839), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER RELIEF/DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.994, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: December 2020
Structure Number: 120200018806034, Location: 8.30 MI E OF FM 2004 (Lat: 28.956897, Lng: -95.396839), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER RELIEF/DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.994, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: December 2020
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Structure Number: 120200018806035, Location: 8.60 MI E OF FM 2004 (Lat: 28.950308, Lng: -95.389661), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.485, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: December 2020
Structure Number: 120200018806035, Location: 8.60 MI E OF FM 2004 (Lat: 28.950308, Lng: -95.389661), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,432 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,030 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.485, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: December 2020
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Structure Number: 120200018806036, Location: 8.65 MI E OF FM 2004 (Lat: 28.945617, Lng: -95.375414), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 99.64m (326.90ft), Average Daily Traffic: 2,751 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,510 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.522, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 35, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200018806036, Location: 8.65 MI E OF FM 2004 (Lat: 28.945617, Lng: -95.375414), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 99.64m (326.90ft), Average Daily Traffic: 2,751 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,510 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.522, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 35, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200018806037, Location: 8.65 MI E OF FM 2004 (Lat: 28.947950, Lng: -95.384800), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 99.64m (326.90ft), Average Daily Traffic: 2,681 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,510 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.522, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 35, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200018806037, Location: 8.65 MI E OF FM 2004 (Lat: 28.947950, Lng: -95.384800), Route carried "on" structure: State highway 36, Year Built: 1984, Status: Open, Structure Length: 99.64m (326.90ft), Average Daily Traffic: 2,681 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,510 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.522, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 35, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058601009, Location: 0.50 MI E OF SH 288 BUS (Lat: 29.001550, Lng: -95.378058), Route carried "on" structure: State highway 332, Year Built: 1986, Status: Open, Structure Length: 38.16m (125.20ft), Average Daily Traffic: 8,200 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 11,480 (year 2033), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 11, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.8m (42.0ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200058601009, Location: 0.50 MI E OF SH 288 BUS (Lat: 29.001550, Lng: -95.378058), Route carried "on" structure: State highway 332, Year Built: 1986, Status: Open, Structure Length: 38.16m (125.20ft), Average Daily Traffic: 8,200 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 11,480 (year 2033), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 11, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.8m (42.0ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058601011, Location: 1.05 MI W OF FM 523 (Lat: 28.988625, Lng: -95.351231), Route carried "on" structure: State highway 332, Year Built: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,400 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 22,960 (year 2033), Design Load: HS 20, Features Intersected: VELASCO DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.454, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200058601011, Location: 1.05 MI W OF FM 523 (Lat: 28.988625, Lng: -95.351231), Route carried "on" structure: State highway 332, Year Built: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,400 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 22,960 (year 2033), Design Load: HS 20, Features Intersected: VELASCO DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.454, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058601012, Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959028, Lng: -95.296317), Route carried "on" structure: Ramp State highway 332, Year Built: 1998, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 5,520 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 7,730 (year 2033), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.534, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.87m (65.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200058601012, Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959028, Lng: -95.296317), Route carried "on" structure: Ramp State highway 332, Year Built: 1998, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 5,520 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 7,730 (year 2033), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.534, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.87m (65.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200058601013, Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959764, Lng: -95.297964), Route carried "on" structure: State highway 332, Year Built: 1998, Status: Open, Structure Length: 125.06m (410.30ft), Average Daily Traffic: 7,908 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 7,730 (year 2033), Design Load: HS 20, Features Intersected: INTRACOASTAL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.545, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 60.4m (198.2ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 23, Length of Maximum Span: 106.7m (350.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 125.06m (410.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200058601013, Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959764, Lng: -95.297964), Route carried "on" structure: State highway 332, Year Built: 1998, Status: Open, Structure Length: 125.06m (410.30ft), Average Daily Traffic: 7,908 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 7,730 (year 2033), Design Load: HS 20, Features Intersected: INTRACOASTAL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.545, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 60.4m (198.2ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 23, Length of Maximum Span: 106.7m (350.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 125.06m (410.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058701003, Location: 0.90 MI N OF SH 288 (Lat: 28.954522, Lng: -95.342697), Route carried "on" structure: State highway 1495, Year Built: 1967, Status: Open, Structure Length: 55.47m (181.99ft), Average Daily Traffic: 4,793 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,100 (year 2033), Design Load: H 20, Features Intersected: OLD BRAZOS RIV/E 2ND/RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.368, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 55.47m (181.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $27,000, Total Project Cost: $136,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200058701003, Location: 0.90 MI N OF SH 288 (Lat: 28.954522, Lng: -95.342697), Route carried "on" structure: State highway 1495, Year Built: 1967, Status: Open, Structure Length: 55.47m (181.99ft), Average Daily Traffic: 4,793 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,100 (year 2033), Design Load: H 20, Features Intersected: OLD BRAZOS RIV/E 2ND/RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.368, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 55.47m (181.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $27,000, Total Project Cost: $136,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058701004, Location: 1.25 MILE S OF SH 288 (Lat: 28.928406, Lng: -95.345017), Route carried "on" structure: State highway 1495, Year Built: 2003, Status: Open, Structure Length: 16.79m (55.09ft), Average Daily Traffic: 99 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200058701004, Location: 1.25 MILE S OF SH 288 (Lat: 28.928406, Lng: -95.345017), Route carried "on" structure: State highway 1495, Year Built: 2003, Status: Open, Structure Length: 16.79m (55.09ft), Average Daily Traffic: 99 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200058701005, Location: 1.25 MILE S OF SH 288 (Lat: 28.927097, Lng: -95.344514), Route carried "on" structure: State highway 1495, Year Built: 2003, Status: Open, Structure Length: 122.38m (401.51ft), Average Daily Traffic: 3,120 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,850 (year 2028), Design Load: HS 20, Features Intersected: GULF-INTRACOASTAL WTRWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 25, Length of Maximum Span: 106.7m (350.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200058701005, Location: 1.25 MILE S OF SH 288 (Lat: 28.927097, Lng: -95.344514), Route carried "on" structure: State highway 1495, Year Built: 2003, Status: Open, Structure Length: 122.38m (401.51ft), Average Daily Traffic: 3,120 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,850 (year 2028), Design Load: HS 20, Features Intersected: GULF-INTRACOASTAL WTRWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 25, Length of Maximum Span: 106.7m (350.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200100301012, Location: 1.00 MI S OF SH 332 (Lat: 28.970986, Lng: -95.347419), Route carried "on" structure: State highway 523, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 11,980 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 16,770 (year 2033), Design Load: H 20, Features Intersected: DOW BARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.861, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 22.6m (74.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.39m (34.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200100301012, Location: 1.00 MI S OF SH 332 (Lat: 28.970986, Lng: -95.347419), Route carried "on" structure: State highway 523, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 11,980 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 16,770 (year 2033), Design Load: H 20, Features Intersected: DOW BARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.861, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 22.6m (74.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.39m (34.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200100301013, Location: 1.10 MI S OF SH 332 (Lat: 28.969206, Lng: -95.348906), Route carried "on" structure: State highway 523, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 11,980 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 16,770 (year 2033), Design Load: H 20, Features Intersected: DOW WASTE WATER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: January 2019, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $74,000, Total Project Cost: $368,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200100301013, Location: 1.10 MI S OF SH 332 (Lat: 28.969206, Lng: -95.348906), Route carried "on" structure: State highway 523, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 11,980 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 16,770 (year 2033), Design Load: H 20, Features Intersected: DOW WASTE WATER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: January 2019, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $74,000, Total Project Cost: $368,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200100301014, Location: 0.15 MI S OF SH 332 (Lat: 28.979931, Lng: -95.338442), Route carried "on" structure: State highway 523, Year Built: 1980, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,426 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,770 (year 2033), Design Load: HS 20, Features Intersected: EAST UNION BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.531, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200100301014, Location: 0.15 MI S OF SH 332 (Lat: 28.979931, Lng: -95.338442), Route carried "on" structure: State highway 523, Year Built: 1980, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,426 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,770 (year 2033), Design Load: HS 20, Features Intersected: EAST UNION BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.531, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA1054002, Location: 0.55 MI N OF SH 332 (Lat: 29.005989, Lng: -95.371981), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,188 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,500 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 227A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 120200AA1054002, Location: 0.55 MI N OF SH 332 (Lat: 29.005989, Lng: -95.371981), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,188 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,500 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 227A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 120200AA1097001, Location: 0.15 MI E OF SH 36 (Lat: 28.965500, Lng: -95.404839), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 120200AA1097001, Location: 0.15 MI E OF SH 36 (Lat: 28.965500, Lng: -95.404839), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 120200AA1097002, Location: 0.60 MI E OF SH 36 (Lat: 28.964169, Lng: -95.399100), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1958, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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
Structure Number: 120200AA1097002, Location: 0.60 MI E OF SH 36 (Lat: 28.964169, Lng: -95.399100), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1958, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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
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Structure Number: 120200AA1097003, Location: 0.95 MI E OF SH 36 (Lat: 28.962850, Lng: -95.393411), Route carried "on" structure: County highway 1097, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 250 (year 2012), Average Future Daily Traffic: 300 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 120200AA1097003, Location: 0.95 MI E OF SH 36 (Lat: 28.962850, Lng: -95.393411), Route carried "on" structure: County highway 1097, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 250 (year 2012), Average Future Daily Traffic: 300 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 120200AA1097004, Location: 1.30 MI E OF SH 36 (Lat: 28.961461, Lng: -95.387461), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200AA1097004, Location: 1.30 MI E OF SH 36 (Lat: 28.961461, Lng: -95.387461), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200AA1097005, Location: 1.65 MI E OF SH 36 (Lat: 28.960089, Lng: -95.382200), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 120200AA1097005, Location: 1.65 MI E OF SH 36 (Lat: 28.960089, Lng: -95.382200), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2032), Features Intersected: BRAZOS RIVER REL, Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 120200C00090001, Location: 0.05 MI N OF SH 36 (Lat: 28.939828, Lng: -95.351256), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 2,190 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200C00090001, Location: 0.05 MI N OF SH 36 (Lat: 28.939828, Lng: -95.351256), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 2,190 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200C00490001, Location: 0.05 MI N OF SH 36 (Lat: 28.943161, Lng: -95.363625), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: VELASCO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200C00490001, Location: 0.05 MI N OF SH 36 (Lat: 28.943161, Lng: -95.363625), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: VELASCO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200C00490002, Location: 0.95 MI N OF SH 36/288 (Lat: 28.956100, Lng: -95.358808), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2032), Design Load: HS 20, Features Intersected: OLD BRAZOS RIVER, Facility Carried by Structure: VELASCO BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.9m (62.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.23m (59.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: January 2018, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200C00490002, Location: 0.95 MI N OF SH 36/288 (Lat: 28.956100, Lng: -95.358808), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2032), Design Load: HS 20, Features Intersected: OLD BRAZOS RIVER, Facility Carried by Structure: VELASCO BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.9m (62.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.23m (59.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: January 2018, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200C00490003, Location: 0.95 MI N OF SH 36/288 (Lat: 28.954642, Lng: -95.359583), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 4,000 (year 2012), Average Future Daily Traffic: 6,000 (year 2032), Design Load: HS 20, Features Intersected: OLD BRAZOS RIVER, Facility Carried by Structure: VELASCO BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.9m (62.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.23m (59.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: January 2018, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200C00490003, Location: 0.95 MI N OF SH 36/288 (Lat: 28.954642, Lng: -95.359583), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 4,000 (year 2012), Average Future Daily Traffic: 6,000 (year 2032), Design Load: HS 20, Features Intersected: OLD BRAZOS RIVER, Facility Carried by Structure: VELASCO BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.9m (62.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.23m (59.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: January 2018, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200018806036, Location: 8.65 MI E OF FM 2004 (Lat: 28.945814, Lng: -95.376278), Route carried "under" structure: Ramp State highway 288, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 9,650 (year 2013), Truck Traffic: 12%, Features Intersected: BRAZOS RIVER & SH 288, Facility Carried by Structure: SH 36 WB
Minimum Vertical Clearance: 8.28m (27.17ft), Kilometerpoint: 18.128, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 120200018806036, Location: 8.65 MI E OF FM 2004 (Lat: 28.945814, Lng: -95.376278), Route carried "under" structure: Ramp State highway 288, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 9,650 (year 2013), Truck Traffic: 12%, Features Intersected: BRAZOS RIVER & SH 288, Facility Carried by Structure: SH 36 WB
Minimum Vertical Clearance: 8.28m (27.17ft), Kilometerpoint: 18.128, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 120200018806037, Location: 8.65 MI E OF FM 2004 (Lat: 28.945650, Lng: -95.376108), Route carried "under" structure: Ramp State highway 288, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 9,650 (year 2013), Truck Traffic: 12%, Features Intersected: BRAZOS RIVER & SH 288, Facility Carried by Structure: SH 36 EB
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 18.163, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 120200018806037, Location: 8.65 MI E OF FM 2004 (Lat: 28.945650, Lng: -95.376108), Route carried "under" structure: Ramp State highway 288, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 9,650 (year 2013), Truck Traffic: 12%, Features Intersected: BRAZOS RIVER & SH 288, Facility Carried by Structure: SH 36 EB
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 18.163, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 120200058601013, Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959764, Lng: -95.297964), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 5,290 (year 2015), Truck Traffic: 2%, Features Intersected: INTRACOASTAL CANAL, Facility Carried by Structure: SH 332
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 106.7m (350.1ft)
Structure Number: 120200058601013, Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959764, Lng: -95.297964), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 5,290 (year 2015), Truck Traffic: 2%, Features Intersected: INTRACOASTAL CANAL, Facility Carried by Structure: SH 332
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 106.7m (350.1ft)
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Structure Number: 120200058701003, Location: 0.90 MI N OF SH 288 (Lat: 28.949917, Lng: -95.344253), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2015), Truck Traffic: 19%, Features Intersected: OLD BRAZOS RIV/E 2ND/RR, Facility Carried by Structure: FM 1495
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 120200058701003, Location: 0.90 MI N OF SH 288 (Lat: 28.949917, Lng: -95.344253), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2015), Truck Traffic: 19%, Features Intersected: OLD BRAZOS RIV/E 2ND/RR, Facility Carried by Structure: FM 1495
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)