Bridge Statistics for Pearland, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 138Number of bridges
- 2,385ft / 727mTotal length
- $833,000Total costs
- 1,991,698Total average daily traffic
- 140,738Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pearland
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 11960-1969
- 81970-1979
- 181980-1989
- 371990-1999
- 302000-2009
- 402010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 51980-1989
- 31990-1999
- 62000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 15.2%Very good
- 71.7%Good
- 12.0%Satisfactory
- 1.1%Fair
- Bridge Condition - Superstructure
- 53.3%Very good
- 35.9%Good
- 9.8%Satisfactory
- 1.1%Fair
- Bridge Condition - Substructure
- 17.4%Very good
- 76.1%Good
- 4.3%Satisfactory
- 1.1%Fair
- 1.1%Serious
- Bridge Condition - Channel
- 22.9%Very good
- 51.4%Good
- 22.0%Satisfactory
- 3.7%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 18.8%Satisfactory
- 6.3%Fair
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Structure Number: 120200017802005, Location: 3.00 MI S OF HARRIS C/L (Lat: 29.553097, Lng: -95.281475), Route carried "on" structure: State highway 35, Year Built: 1935, Year Reconstructed: 1993, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 16,722 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 21,190 (year 2033), Design Load: H 15, Features Intersected: MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.164, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 120200017802005, Location: 3.00 MI S OF HARRIS C/L (Lat: 29.553097, Lng: -95.281475), Route carried "on" structure: State highway 35, Year Built: 1935, Year Reconstructed: 1993, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 16,722 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 21,190 (year 2033), Design Load: H 15, Features Intersected: MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.164, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 120200017802068, Location: 3.1MI S OF FM518 (Lat: 29.542053, Lng: -95.274117), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 15,140 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,190 (year 2033), Design Load: HS 20, Features Intersected: COWART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.909, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020
Structure Number: 120200017802068, Location: 3.1MI S OF FM518 (Lat: 29.542053, Lng: -95.274117), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 15,140 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,190 (year 2033), Design Load: HS 20, Features Intersected: COWART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.909, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020
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Structure Number: 120200017802069, Location: 3.8 MI S OF FM 518 (Lat: 29.516364, Lng: -95.256594), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 18,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 26,460 (year 2033), Design Load: HS 20, Features Intersected: COWART CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.873, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 120200017802069, Location: 3.8 MI S OF FM 518 (Lat: 29.516364, Lng: -95.256594), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 18,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 26,460 (year 2033), Design Load: HS 20, Features Intersected: COWART CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.873, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 12020001780207, Location: 4.8 MI S OF FM 518 (Lat: 29.503922, Lng: -95.248153), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 20,518 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 26,460 (year 2033), Features Intersected: COWART CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.467, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: October 2020
Structure Number: 12020001780207, Location: 4.8 MI S OF FM 518 (Lat: 29.503922, Lng: -95.248153), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 20,518 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 26,460 (year 2033), Features Intersected: COWART CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.467, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: October 2020
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Structure Number: 120200017802358, Location: 0.3 MI N OF FM 518 (Lat: 29.571786, Lng: -95.286136), Route carried "on" structure: State highway 35, Year Built: 2012, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 24,905 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 21,780 (year 2033), Design Load: HL 93, Features Intersected: TOWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.839, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200017802358, Location: 0.3 MI N OF FM 518 (Lat: 29.571786, Lng: -95.286136), Route carried "on" structure: State highway 35, Year Built: 2012, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 24,905 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 21,780 (year 2033), Design Load: HL 93, Features Intersected: TOWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.839, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200017802359, Location: 0.90 MI S OF HARRIS C/L (Lat: 29.584289, Lng: -95.286542), Route carried "on" structure: State highway 35, Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 24,905 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 21,780 (year 2033), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.571, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200017802359, Location: 0.90 MI S OF HARRIS C/L (Lat: 29.584289, Lng: -95.286542), Route carried "on" structure: State highway 35, Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 24,905 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 21,780 (year 2033), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.571, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12020001780236, Location: 0.17 MI S OF BW8 (Lat: 29.597764, Lng: -95.286700), Route carried "on" structure: State highway 35, Year Built: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 22,838 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 26,310 (year 2033), Design Load: HL 93, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.529, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12020001780236, Location: 0.17 MI S OF BW8 (Lat: 29.597764, Lng: -95.286700), Route carried "on" structure: State highway 35, Year Built: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 22,838 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 26,310 (year 2033), Design Load: HL 93, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.529, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802008, Location: 1.00 MI S OF HARRIS C/L (Lat: 29.574875, Lng: -95.385889), Route carried "on" structure: ServiceState highway 288, Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 26,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 52,210 (year 2030), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.262, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 47.5m (155.8ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200059802008, Location: 1.00 MI S OF HARRIS C/L (Lat: 29.574875, Lng: -95.385889), Route carried "on" structure: ServiceState highway 288, Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 26,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 52,210 (year 2030), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.262, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 47.5m (155.8ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802009, Location: 1.10 MI S OF HARRIS C/L (Lat: 29.568886, Lng: -95.387014), Route carried "on" structure: State highway 288, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 121,619 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 82,590 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.446, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 81.7m (268.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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 24 months, Inspection Date: October 2020
Structure Number: 120200059802009, Location: 1.10 MI S OF HARRIS C/L (Lat: 29.568886, Lng: -95.387014), Route carried "on" structure: State highway 288, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 121,619 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 82,590 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.446, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 81.7m (268.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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 24 months, Inspection Date: October 2020
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Structure Number: 12020005980201, Location: 1.50 MI S OF HARRIS C/L (Lat: 29.562872, Lng: -95.387581), Route carried "on" structure: State highway 288, Year Built: 1972, Year Reconstructed: 1980, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 54,353 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 24.0m (78.7ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12020005980201, Location: 1.50 MI S OF HARRIS C/L (Lat: 29.562872, Lng: -95.387581), Route carried "on" structure: State highway 288, Year Built: 1972, Year Reconstructed: 1980, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 54,353 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 24.0m (78.7ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802011, Location: 1.50 MI S OF HARRIS C/L (Lat: 29.562817, Lng: -95.387172), Route carried "on" structure: State highway 288, Year Built: 1972, Year Reconstructed: 1980, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 59,850 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.4m (70.2ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200059802011, Location: 1.50 MI S OF HARRIS C/L (Lat: 29.562817, Lng: -95.387172), Route carried "on" structure: State highway 288, Year Built: 1972, Year Reconstructed: 1980, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 59,850 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.4m (70.2ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802189, Location: 0.35 MI S OF HARRIS C/L (Lat: 29.579872, Lng: -95.385906), Route carried "on" structure: State highway 288, Year Built: 1990, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 59,850 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: FM 2234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200059802189, Location: 0.35 MI S OF HARRIS C/L (Lat: 29.579872, Lng: -95.385906), Route carried "on" structure: State highway 288, Year Built: 1990, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 59,850 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: FM 2234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12020005980219, Location: 0.35 MI S OF HARRIS C/L (Lat: 29.580661, Lng: -95.386497), Route carried "on" structure: State highway 288, Year Built: 1990, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 54,353 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: FM 2234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12020005980219, Location: 0.35 MI S OF HARRIS C/L (Lat: 29.580661, Lng: -95.386497), Route carried "on" structure: State highway 288, Year Built: 1990, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 54,353 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 41,290 (year 2033), Design Load: HS 20, Features Intersected: FM 2234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802347, Location: 3.82 MI S. OF BW 8 (Lat: 29.541819, Lng: -95.387000), Route carried "on" structure: State highway 288, Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,850 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 6,790 (year 2032), Design Load: HS 25 or greater, Features Intersected: CR 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.934, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200059802347, Location: 3.82 MI S. OF BW 8 (Lat: 29.541819, Lng: -95.387000), Route carried "on" structure: State highway 288, Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,850 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 6,790 (year 2032), Design Load: HS 25 or greater, Features Intersected: CR 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.934, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802348, Location: 3.82 MI S. OF BW 8 (Lat: 29.541842, Lng: -95.387625), Route carried "on" structure: State highway 288, Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,850 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 6,790 (year 2032), Design Load: HS 25 or greater, Features Intersected: CR 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.934, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200059802348, Location: 3.82 MI S. OF BW 8 (Lat: 29.541842, Lng: -95.387625), Route carried "on" structure: State highway 288, Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,850 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 6,790 (year 2032), Design Load: HS 25 or greater, Features Intersected: CR 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.934, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802455, Location: 1.5 MI S OF HARRIS C/L (Lat: 29.562706, Lng: -95.387939), Route carried "on" structure: ServiceState highway 288, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,000 (year 2017), Average Future Daily Traffic: 15,000 (year 2037), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200059802455, Location: 1.5 MI S OF HARRIS C/L (Lat: 29.562706, Lng: -95.387939), Route carried "on" structure: ServiceState highway 288, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,000 (year 2017), Average Future Daily Traffic: 15,000 (year 2037), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802456, Location: 1.5 MI S OF HARRIS C/L (Lat: 29.562419, Lng: -95.386803), Route carried "on" structure: ServiceState highway 288, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,370 (year 2013), Average Future Daily Traffic: 14,520 (year 2033), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200059802456, Location: 1.5 MI S OF HARRIS C/L (Lat: 29.562419, Lng: -95.386803), Route carried "on" structure: ServiceState highway 288, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,370 (year 2013), Average Future Daily Traffic: 14,520 (year 2033), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200059802476, Location: 2.05 Mi. S. of Harris CL (Lat: 29.555522, Lng: -95.387411), Route carried "on" structure: State highway 288, Year Built: 2019, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 45,724 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: FM 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.838, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200059802476, Location: 2.05 Mi. S. of Harris CL (Lat: 29.555522, Lng: -95.387411), Route carried "on" structure: State highway 288, Year Built: 2019, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 45,724 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: FM 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.838, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200059802477, Location: 2.05 Mi. S. of CL (Lat: 29.555483, Lng: -95.387811), Route carried "on" structure: State highway 288, Year Built: 2019, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 48,294 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: FM 518, Facility Carried by Structure: SH 188 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.838, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200059802477, Location: 2.05 Mi. S. of CL (Lat: 29.555483, Lng: -95.387811), Route carried "on" structure: State highway 288, Year Built: 2019, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 48,294 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: FM 518, Facility Carried by Structure: SH 188 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.838, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12020009760201, Location: 2.80 MI E OF SH 35 (Lat: 29.547961, Lng: -95.243900), Route carried "on" structure: State highway 518, Year Built: 1989, Year Reconstructed: 1990, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 24,723 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,880 (year 2033), Design Load: HS 20, Features Intersected: MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.842, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 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: October 2020
Structure Number: 12020009760201, Location: 2.80 MI E OF SH 35 (Lat: 29.547961, Lng: -95.243900), Route carried "on" structure: State highway 518, Year Built: 1989, Year Reconstructed: 1990, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 24,723 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,880 (year 2033), Design Load: HS 20, Features Intersected: MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.842, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 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: October 2020
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Structure Number: 12020009760203, Location: 0.12 MI W OF GALVES C/L (Lat: 29.541883, Lng: -95.220422), Route carried "on" structure: State highway 518, Year Built: 1988, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 24,723 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,880 (year 2033), Design Load: HS 20, Features Intersected: MARY'S CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.237, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12020009760203, Location: 0.12 MI W OF GALVES C/L (Lat: 29.541883, Lng: -95.220422), Route carried "on" structure: State highway 518, Year Built: 1988, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 24,723 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,880 (year 2033), Design Load: HS 20, Features Intersected: MARY'S CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.237, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200097602487, Location: 1.32 MI S OF HARRIS C/L (Lat: 29.566400, Lng: -95.350731), Route carried "on" structure: State highway 865, Year Built: 2010, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 23,779 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 25,790 (year 2033), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.139, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum 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: 120200097602487, Location: 1.32 MI S OF HARRIS C/L (Lat: 29.566400, Lng: -95.350731), Route carried "on" structure: State highway 865, Year Built: 2010, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 23,779 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 25,790 (year 2033), Design Load: HL 93, Features Intersected: HICKORY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.139, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum 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: 120200168401005, Location: 1.25 MI S OF FM 518 (Lat: 29.541422, Lng: -95.330778), Route carried "on" structure: State highway 1128, Year Built: 1984, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,320 (year 2033), Design Load: HS 20, Features Intersected: MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.602, Lanes on structure: 2, 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: 10.7m (35.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very 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: 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: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200168401005, Location: 1.25 MI S OF FM 518 (Lat: 29.541422, Lng: -95.330778), Route carried "on" structure: State highway 1128, Year Built: 1984, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,320 (year 2033), Design Load: HS 20, Features Intersected: MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.602, Lanes on structure: 2, 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: 10.7m (35.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very 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: 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: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200210502003, Location: 1.40 MI W OF SH 288 (Lat: 29.577150, Lng: -95.409358), Route carried "on" structure: State highway 2234, Year Built: 1990, Year Reconstructed: 2012, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 33,329 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 38,110 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.489, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 28.1m (92.2ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200210502003, Location: 1.40 MI W OF SH 288 (Lat: 29.577150, Lng: -95.409358), Route carried "on" structure: State highway 2234, Year Built: 1990, Year Reconstructed: 2012, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 33,329 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 38,110 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.489, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 28.1m (92.2ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200210502005, Location: 0.90 MI W OF SH 288 (Lat: 29.578592, Lng: -95.401258), Route carried "on" structure: State highway 2234, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 33,329 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 54,570 (year 2030), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.789, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: October 2020
Structure Number: 120200210502005, Location: 0.90 MI W OF SH 288 (Lat: 29.578592, Lng: -95.401258), Route carried "on" structure: State highway 2234, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 33,329 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 54,570 (year 2030), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.789, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: October 2020
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Structure Number: 120200AA0531005, Location: 0.6 Mi S of CR 59 (Lat: 29.532664, Lng: -95.416789), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,551 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: Mustang Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200AA0531005, Location: 0.6 Mi S of CR 59 (Lat: 29.532664, Lng: -95.416789), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,551 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: Mustang Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200AA0531006, Location: 0.6 Mi S of CR 59 (Lat: 29.532325, Lng: -95.416558), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,551 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: Mustang Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200AA0531006, Location: 0.6 Mi S of CR 59 (Lat: 29.532325, Lng: -95.416558), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,551 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: Mustang Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200AA0531007, Location: 0.40 Mi S of CR 59 (Lat: 29.535044, Lng: -95.416928), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,551 (year 2014), Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: American Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200AA0531007, Location: 0.40 Mi S of CR 59 (Lat: 29.535044, Lng: -95.416928), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,551 (year 2014), Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: American Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200AA0531008, Location: 0.4 MI S of CR 59 (Lat: 29.534908, Lng: -95.416667), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,551 (year 2014), Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200AA0531008, Location: 0.4 MI S of CR 59 (Lat: 29.534908, Lng: -95.416667), Route carried "on" structure: County highway 48, Year Built: 2017, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,551 (year 2014), Average Future Daily Traffic: 4,891 (year 2034), Design Load: HL 93, Features Intersected: AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200AA0542001, Location: 0.25 MI S OF CR 59 (Lat: 29.536839, Lng: -95.433658), Route carried "on" structure: County highway 564, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2011), Average Future Daily Traffic: 200 (year 2031), Features Intersected: MUSTANG BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200AA0542001, Location: 0.25 MI S OF CR 59 (Lat: 29.536839, Lng: -95.433658), Route carried "on" structure: County highway 564, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2011), Average Future Daily Traffic: 200 (year 2031), Features Intersected: MUSTANG BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA0546001, Location: 2.2 MI W OF SH 288 (Lat: 29.540572, Lng: -95.423608), Route carried "on" structure: County highway 59, Year Built: 1987, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,200 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 1,500 (year 2031), Features Intersected: AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200AA0546001, Location: 2.2 MI W OF SH 288 (Lat: 29.540572, Lng: -95.423608), Route carried "on" structure: County highway 59, Year Built: 1987, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,200 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 1,500 (year 2031), Features Intersected: AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA0561002, Location: 0.30 MI N OF BAILEY AVE (Lat: 29.532833, Lng: -95.366058), Route carried "on" structure: County highway 90, Year Built: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2031), Features Intersected: S FORK MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 46.2m (151.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 120200AA0561002, Location: 0.30 MI N OF BAILEY AVE (Lat: 29.532833, Lng: -95.366058), Route carried "on" structure: County highway 90, Year Built: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2031), Features Intersected: S FORK MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 46.2m (151.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 120200AA0562001, Location: 0.30 MI N OF BAILEY AVE (Lat: 29.533561, Lng: -95.355653), Route carried "on" structure: County highway 905, Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5 (year 2011), Average Future Daily Traffic: 5 (year 2031), Design Load: HL 93, Features Intersected: S FORK MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 120200AA0562001, Location: 0.30 MI N OF BAILEY AVE (Lat: 29.533561, Lng: -95.355653), Route carried "on" structure: County highway 905, Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5 (year 2011), Average Future Daily Traffic: 5 (year 2031), Design Load: HL 93, Features Intersected: S FORK MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 120200AA0564001, Location: 0.30 MI N OF BAILEY AVE (Lat: 29.533867, Lng: -95.347361), Route carried "on" structure: County highway 89, Year Built: 2004, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,729 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: SOUTH FORK MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200AA0564001, Location: 0.30 MI N OF BAILEY AVE (Lat: 29.533867, Lng: -95.347361), Route carried "on" structure: County highway 89, Year Built: 2004, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,729 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: SOUTH FORK MARY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA0564002, Location: 0.75 MI N OF BAILEY AVE (Lat: 29.541078, Lng: -95.347489), Route carried "on" structure: County highway 89, Year Built: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,729 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2031), Features Intersected: N FORK MARY'S CREEK, Facility Carried by Structure: OLD CHOC BYU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200AA0564002, Location: 0.75 MI N OF BAILEY AVE (Lat: 29.541078, Lng: -95.347489), Route carried "on" structure: County highway 89, Year Built: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,729 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2031), Features Intersected: N FORK MARY'S CREEK, Facility Carried by Structure: OLD CHOC BYU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA0564004, Location: 0.80 MI N OF BAILEY AVE (Lat: 29.541608, Lng: -95.347497), Route carried "on" structure: County highway 89, Year Built: 1985, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,729 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2031), Features Intersected: DETENTION DITCH, Facility Carried by Structure: OLD CHOC BYU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200AA0564004, Location: 0.80 MI N OF BAILEY AVE (Lat: 29.541608, Lng: -95.347497), Route carried "on" structure: County highway 89, Year Built: 1985, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,729 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2031), Features Intersected: DETENTION DITCH, Facility Carried by Structure: OLD CHOC BYU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA0565002, Location: 0.70 MI S OF BAILEY AVE (Lat: 29.520042, Lng: -95.313792), Route carried "on" structure: County highway 103, Year Built: 1984, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2011), Average Future Daily Traffic: 600 (year 2031), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $15,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120200AA0565002, Location: 0.70 MI S OF BAILEY AVE (Lat: 29.520042, Lng: -95.313792), Route carried "on" structure: County highway 103, Year Built: 1984, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2011), Average Future Daily Traffic: 600 (year 2031), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $15,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA0570001, Location: 0.25 MI E OF OLD CHOC BYU (Lat: 29.534714, Lng: -95.343364), Route carried "on" structure: County highway 107, Year Built: 2011, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 2011), Average Future Daily Traffic: 400 (year 2031), Design Load: HL 93, Features Intersected: S FORK MARY'S CREEK, Facility Carried by Structure: ARNOLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120200AA0570001, Location: 0.25 MI E OF OLD CHOC BYU (Lat: 29.534714, Lng: -95.343364), Route carried "on" structure: County highway 107, Year Built: 2011, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 2011), Average Future Daily Traffic: 400 (year 2031), Design Load: HL 93, Features Intersected: S FORK MARY'S CREEK, Facility Carried by Structure: ARNOLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200AA0634001, Location: 0.15 MI N OF CR 100 (Lat: 29.517625, Lng: -95.291800), Route carried "on" structure: County highway 829, Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 250 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WELLBORN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 120200AA0634001, Location: 0.15 MI N OF CR 100 (Lat: 29.517625, Lng: -95.291800), Route carried "on" structure: County highway 829, Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 250 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WELLBORN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 120200AA0637001, Location: 0.10 MI N OF CR 100 (Lat: 29.516492, Lng: -95.277600), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2031), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200AA0637001, Location: 0.10 MI N OF CR 100 (Lat: 29.516492, Lng: -95.277600), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2031), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200AA0638001, Location: 0.15 MI S OF CR 110 (Lat: 29.516658, Lng: -95.280600), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2011), Average Future Daily Traffic: 400 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000
Structure Number: 120200AA0638001, Location: 0.15 MI S OF CR 110 (Lat: 29.516658, Lng: -95.280600), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2011), Average Future Daily Traffic: 400 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000
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Structure Number: 120200AA0638002, Location: 0.28 MI N OF CR 110 (Lat: 29.523383, Lng: -95.280683), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 700 (year 2031), Design Load: HL 93, Features Intersected: COWART CREEK, Facility Carried by Structure: CR 115 (WELLS DR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120200AA0638002, Location: 0.28 MI N OF CR 110 (Lat: 29.523383, Lng: -95.280683), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 500 (year 2011), Average Future Daily Traffic: 700 (year 2031), Design Load: HL 93, Features Intersected: COWART CREEK, Facility Carried by Structure: CR 115 (WELLS DR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels