Bridge Statistics for Houston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 4,433Number of bridges
- 145,748ft / 44,424mTotal length
- $113,750,000Total costs
- 148,292,432Total average daily traffic
- 8,915,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Houston
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 91920-1929
- 131930-1939
- 371940-1949
- 1401950-1959
- 5831960-1969
- 5371970-1979
- 7781980-1989
- 9001990-1999
- 7342000-2009
- 6482010-2019
- 512020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 41950-1959
- 111960-1969
- 391970-1979
- 991980-1989
- 1111990-1999
- 742000-2009
- 642010-2019
- 62020-2022
- Bridge Condition - Deck
- 0.1%Excellent
- 6.2%Very good
- 57.4%Good
- 32.5%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 23.6%Excellent
- 49.3%Very good
- 24.0%Good
- 2.8%Satisfactory
- 0.3%Fair
- 0.2%Poor
- Bridge Condition - Substructure
- 8.1%Very good
- 61.7%Good
- 26.6%Satisfactory
- 2.9%Fair
- 0.6%Poor
- 0.1%Critical
- Bridge Condition - Channel
- 8.6%Very good
- 56.0%Good
- 29.9%Satisfactory
- 5.0%Fair
- 0.5%Poor
- Bridge Condition - Culverts
- 69.0%Very good
- 29.3%Good
- 1.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
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Structure Number: 121020011412181, Location: 4.50 MI E OF FM 2920 (Lat: 30.032714, Lng: -95.843411), Route carried "on" structure: US 290, Year Built: 1998, Year Reconstructed: 2018, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: HEGAR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.213, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020011412181, Location: 4.50 MI E OF FM 2920 (Lat: 30.032714, Lng: -95.843411), Route carried "on" structure: US 290, Year Built: 1998, Year Reconstructed: 2018, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: HEGAR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.213, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 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: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020011412182, Location: 3.05 MI SE OF FM 2920 (Lat: 30.040397, Lng: -95.862578), Route carried "on" structure: US 290, Year Built: 1998, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.139, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 121020011412182, Location: 3.05 MI SE OF FM 2920 (Lat: 30.040397, Lng: -95.862578), Route carried "on" structure: US 290, Year Built: 1998, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.139, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 121020011412183, Location: 3.40 MI SE OF FM 2920 (Lat: 30.039025, Lng: -95.857753), Route carried "on" structure: US 290, Year Built: 1998, Year Reconstructed: 2018, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: KERMIER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020011412183, Location: 3.40 MI SE OF FM 2920 (Lat: 30.039025, Lng: -95.857753), Route carried "on" structure: US 290, Year Built: 1998, Year Reconstructed: 2018, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: KERMIER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020011412184, Location: 3.95 MI SE OF FM 2920 (Lat: 30.036550, Lng: -95.851092), Route carried "on" structure: US 290, Year Built: 1998, Year Reconstructed: 2018, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: HCFCD CHANNEL L120-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.338, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Satisfactory, 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 Precast Panels
Structure Number: 121020011412184, Location: 3.95 MI SE OF FM 2920 (Lat: 30.036550, Lng: -95.851092), Route carried "on" structure: US 290, Year Built: 1998, Year Reconstructed: 2018, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 46,273 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 59,270 (year 2033), Design Load: HS 20, Features Intersected: HCFCD CHANNEL L120-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.338, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Satisfactory, 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 Precast Panels
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Structure Number: 121020011412185, Location: 3.95 MI SE OF FM 2920 (Lat: 30.036667, Lng: -95.850806), Route carried "on" structure: ServiceUS 290, Year Built: 1998, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 180 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 250 (year 2033), Design Load: HS 20, Features Intersected: HCFCD CHANNEL L120-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020011412185, Location: 3.95 MI SE OF FM 2920 (Lat: 30.036667, Lng: -95.850806), Route carried "on" structure: ServiceUS 290, Year Built: 1998, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 180 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 250 (year 2033), Design Load: HS 20, Features Intersected: HCFCD CHANNEL L120-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017706081, Location: 1.7 MI N OF FM 1960 (Lat: 30.026408, Lng: -95.258969), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 50.14m (164.50ft), Average Daily Traffic: 23,718 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 86,440 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.911, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 22, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017706081, Location: 1.7 MI N OF FM 1960 (Lat: 30.026408, Lng: -95.258969), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 50.14m (164.50ft), Average Daily Traffic: 23,718 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 86,440 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.911, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 22, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017706229, Location: 2.2 MI N OF FM 1960 (Lat: 30.034781, Lng: -95.256517), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 3,620 (year 2016), Average Future Daily Traffic: 5,000 (year 2036), Design Load: HS 20, Features Intersected: US 59, Facility Carried by Structure: MCCLELLAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.911, Lanes on structure: 6, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706229, Location: 2.2 MI N OF FM 1960 (Lat: 30.034781, Lng: -95.256517), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 3,620 (year 2016), Average Future Daily Traffic: 5,000 (year 2036), Design Load: HS 20, Features Intersected: US 59, Facility Carried by Structure: MCCLELLAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.911, Lanes on structure: 6, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017706232, Location: 1.7 MI N OF FM 1960 (Lat: 30.029042, Lng: -95.258464), Route carried "on" structure: ServiceUS 59, Year Built: 1999, Status: Open, Structure Length: 51.02m (167.39ft), Average Daily Traffic: 23,210 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 29,120 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.908, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 51.02m (167.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2017, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $32,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706232, Location: 1.7 MI N OF FM 1960 (Lat: 30.029042, Lng: -95.258464), Route carried "on" structure: ServiceUS 59, Year Built: 1999, Status: Open, Structure Length: 51.02m (167.39ft), Average Daily Traffic: 23,210 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 29,120 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.908, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 51.02m (167.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2017, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $32,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707176, Location: 4.10 MI N OF IH 610 (Lat: 29.867133, Lng: -95.331433), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 17,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: US 59 NB OFF-RAMP #10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.595, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707176, Location: 4.10 MI N OF IH 610 (Lat: 29.867133, Lng: -95.331433), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 17,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: US 59 NB OFF-RAMP #10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.595, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707177, Location: 4.30 MI N OF IH 610 (Lat: 29.870453, Lng: -95.330167), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 168,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 235,770 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.443, Lanes on structure: 11, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 59.4m (194.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 59.3m (194.6ft), Out-to-Out Width: 61.6m (202.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020017707177, Location: 4.30 MI N OF IH 610 (Lat: 29.870453, Lng: -95.330167), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 168,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 235,770 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.443, Lanes on structure: 11, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 59.4m (194.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 59.3m (194.6ft), Out-to-Out Width: 61.6m (202.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020017707183, Location: 2.78 MI S OF BWY 8 (Lat: 29.902231, Lng: -95.311456), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 170,220 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 238,310 (year 2030), Design Load: HS 20, Features Intersected: ALDINE MAIL ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.439, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.2m (200.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707183, Location: 2.78 MI S OF BWY 8 (Lat: 29.902231, Lng: -95.311456), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 170,220 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 238,310 (year 2030), Design Load: HS 20, Features Intersected: ALDINE MAIL ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.439, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.2m (200.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707184, Location: 2.22 MI S OF BWY 8 (Lat: 29.910892, Lng: -95.309714), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 157,400 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 314,800 (year 2030), Design Load: HS 20, Features Intersected: LAUDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.530, Lanes on structure: 11, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.2m (200.8ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707184, Location: 2.22 MI S OF BWY 8 (Lat: 29.910892, Lng: -95.309714), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 157,400 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 314,800 (year 2030), Design Load: HS 20, Features Intersected: LAUDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.530, Lanes on structure: 11, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.2m (200.8ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707185, Location: 1.64 MI S OF BWY 8 (Lat: 29.918444, Lng: -95.306947), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 157,400 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 314,800 (year 2030), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.601, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 55.3m (181.4ft), Out-to-Out Width: 57.5m (188.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 121020017707185, Location: 1.64 MI S OF BWY 8 (Lat: 29.918444, Lng: -95.306947), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 157,400 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 314,800 (year 2030), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.601, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 55.3m (181.4ft), Out-to-Out Width: 57.5m (188.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 121020017707186, Location: 4.61 MI S OF BWY 8 (Lat: 29.869719, Lng: -95.330033), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: HOPPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.375, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: 121020017707186, Location: 4.61 MI S OF BWY 8 (Lat: 29.869719, Lng: -95.330033), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: HOPPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.375, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: 121020017707187, Location: 4.61 MI S OF BWY 8 (Lat: 29.880103, Lng: -95.324672), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: HOPPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.375, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 121020017707187, Location: 4.61 MI S OF BWY 8 (Lat: 29.880103, Lng: -95.324672), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: HOPPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.375, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 121020017707188, Location: 3.73 MI S OF BWY 8 (Lat: 29.890347, Lng: -95.318036), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: MOUNT HOUSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.968, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 121020017707188, Location: 3.73 MI S OF BWY 8 (Lat: 29.890347, Lng: -95.318036), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: MOUNT HOUSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.968, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 121020017707189, Location: 3.73 MI S OF BWY 8 (Lat: 29.891422, Lng: -95.318117), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: MOUNT HOUSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.968, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 121020017707189, Location: 3.73 MI S OF BWY 8 (Lat: 29.891422, Lng: -95.318117), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 117,880 (year 2030), Design Load: HS 20, Features Intersected: MOUNT HOUSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.968, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 12102001770719, Location: 1.22 MI S OF BWY 8 (Lat: 29.925819, Lng: -95.302406), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 30.02m (98.49ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.800, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12102001770719, Location: 1.22 MI S OF BWY 8 (Lat: 29.925819, Lng: -95.302406), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 30.02m (98.49ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.800, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020017707191, Location: 1.22 MI S OF BWY 8 (Lat: 29.923450, Lng: -95.303036), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 30.36m (99.61ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.800, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020017707191, Location: 1.22 MI S OF BWY 8 (Lat: 29.923450, Lng: -95.303036), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 30.36m (99.61ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.800, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020017707192, Location: 0.70 MI S OF BWY 8 (Lat: 29.931031, Lng: -95.300053), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: ALDINE BENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.163, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 27.8m (91.2ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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 ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum 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: 121020017707192, Location: 0.70 MI S OF BWY 8 (Lat: 29.931031, Lng: -95.300053), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: ALDINE BENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.163, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 27.8m (91.2ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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 ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum 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: 121020017707193, Location: 0.72 MI S OF BWY 8 (Lat: 29.930547, Lng: -95.299969), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: ALDINE BENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.150, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707193, Location: 0.72 MI S OF BWY 8 (Lat: 29.930547, Lng: -95.299969), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: ALDINE BENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.150, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707194, Location: 1.22 MI S OF BWY 8 (Lat: 29.925717, Lng: -95.302017), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 30.02m (98.49ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.980, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft)
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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707194, Location: 1.22 MI S OF BWY 8 (Lat: 29.925717, Lng: -95.302017), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 30.02m (98.49ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.980, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft)
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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707195, Location: 0.88 MI S OF BWY 8 (Lat: 29.927569, Lng: -95.301156), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 26.06m (85.50ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: HOV NB BYPASS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, 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: 121020017707195, Location: 0.88 MI S OF BWY 8 (Lat: 29.927569, Lng: -95.301156), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 26.06m (85.50ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: HOV NB BYPASS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, 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: 121020017707196, Location: 0.88 MI S OF BWY 8 (Lat: 29.929011, Lng: -95.300342), Route carried "on" structure: Ramp US 59, Year Built: 1997, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 7,559 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 7,559 (year 2029), Design Load: HS 20, Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.61m (54.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017707196, Location: 0.88 MI S OF BWY 8 (Lat: 29.929011, Lng: -95.300342), Route carried "on" structure: Ramp US 59, Year Built: 1997, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 7,559 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 7,559 (year 2029), Design Load: HS 20, Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.61m (54.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017707198, Location: 0.72 MI S OF BWY 8 (Lat: 29.929483, Lng: -95.300353), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: ALDINE BENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.161, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, 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: 121020017707198, Location: 0.72 MI S OF BWY 8 (Lat: 29.929483, Lng: -95.300353), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 157,400 (year 2030), Design Load: HS 20, Features Intersected: ALDINE BENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.161, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, 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: 121020017707202, Location: 0.86 MI N OF BWY 8 (Lat: 29.952789, Lng: -95.290431), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GREENS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.525, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 30.0m (98.4ft)
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: 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: 121020017707202, Location: 0.86 MI N OF BWY 8 (Lat: 29.952789, Lng: -95.290431), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GREENS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.525, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 30.0m (98.4ft)
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: 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: 121020017707203, Location: 0.86 MI N OF BWY 8 (Lat: 29.951814, Lng: -95.290158), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GREENS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.520, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707203, Location: 0.86 MI N OF BWY 8 (Lat: 29.951814, Lng: -95.290158), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GREENS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.520, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707204, Location: 0.86 MI N OF BWY 8 (Lat: 29.951717, Lng: -95.290556), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GREENS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.523, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, 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: 121020017707204, Location: 0.86 MI N OF BWY 8 (Lat: 29.951717, Lng: -95.290556), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GREENS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.523, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, 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: 121020017707205, Location: 1.85 MI N OF BWY 8 (Lat: 29.966114, Lng: -95.284525), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 27.0m (88.6ft)
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: 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: 121020017707205, Location: 1.85 MI N OF BWY 8 (Lat: 29.966114, Lng: -95.284525), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 27.0m (88.6ft)
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: 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: 121020017707206, Location: 1.85 MI N OF BWY 8 (Lat: 29.965139, Lng: -95.284292), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable 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: 121020017707206, Location: 1.85 MI N OF BWY 8 (Lat: 29.965139, Lng: -95.284292), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable 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: 121020017707207, Location: 1.85 MI N OF BWY 8 (Lat: 29.965144, Lng: -95.284617), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of corrective action, 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: 121020017707207, Location: 1.85 MI N OF BWY 8 (Lat: 29.965144, Lng: -95.284617), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of corrective action, 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: 121020017707208, Location: 3.12 MI N OF BWY 8 (Lat: 29.982875, Lng: -95.277144), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: WILL CLAYTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.926, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 24.8m (81.4ft)
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: 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: 121020017707208, Location: 3.12 MI N OF BWY 8 (Lat: 29.982875, Lng: -95.277144), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: WILL CLAYTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.926, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 24.8m (81.4ft)
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: 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: 121020017707209, Location: 3.12 MI N OF BWY 8 (Lat: 29.981728, Lng: -95.276861), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: WILL CLAYTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.926, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: 121020017707209, Location: 3.12 MI N OF BWY 8 (Lat: 29.981728, Lng: -95.276861), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: WILL CLAYTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.926, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: 12102001770721, Location: 3.12 MI N OF BWY 8 (Lat: 29.981967, Lng: -95.277078), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: WILL CLAYTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.926, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 15.5m (50.9ft), 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.52m (34.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102001770721, Location: 3.12 MI N OF BWY 8 (Lat: 29.981967, Lng: -95.277078), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: WILL CLAYTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.926, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 15.5m (50.9ft), 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.52m (34.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707211, Location: 1.35 MI N OF BWY 8 (Lat: 29.958544, Lng: -95.287836), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 35.3m (115.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707211, Location: 1.35 MI N OF BWY 8 (Lat: 29.958544, Lng: -95.287836), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 35.3m (115.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707212, Location: 1.35 MI N OF BWY 8 (Lat: 29.958375, Lng: -95.287269), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 25.9m (85.0ft)
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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707212, Location: 1.35 MI N OF BWY 8 (Lat: 29.958375, Lng: -95.287269), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 25.9m (85.0ft)
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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707213, Location: 1.35 MI N OF BWY 8 (Lat: 29.958578, Lng: -95.288008), Route carried "on" structure: ServiceUS 59, Year Built: 1998, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 9,460 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 15,300 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017707213, Location: 1.35 MI N OF BWY 8 (Lat: 29.958578, Lng: -95.288008), Route carried "on" structure: ServiceUS 59, Year Built: 1998, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 9,460 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 15,300 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017707214, Location: 1.35 MI N OF BWY 8 (Lat: 29.958333, Lng: -95.287172), Route carried "on" structure: ServiceUS 59, Year Built: 1996, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 18,150 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 23,940 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017707214, Location: 1.35 MI N OF BWY 8 (Lat: 29.958333, Lng: -95.287172), Route carried "on" structure: ServiceUS 59, Year Built: 1996, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 18,150 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 23,940 (year 2030), Design Load: HS 20, Features Intersected: REINHARDT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017707215, Location: 2.88 MI N OF BWY 8 (Lat: 29.979814, Lng: -95.278358), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.329, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 Precast Panels
Structure Number: 121020017707215, Location: 2.88 MI N OF BWY 8 (Lat: 29.979814, Lng: -95.278358), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.329, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 Precast Panels
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Structure Number: 121020017707216, Location: 2.88 MI N OF BWY 8 (Lat: 29.978450, Lng: -95.278111), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.327, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
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: 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 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707216, Location: 2.88 MI N OF BWY 8 (Lat: 29.978450, Lng: -95.278111), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.327, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
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: 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 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707217, Location: 2.88 MI N OF BWY 8 (Lat: 29.978978, Lng: -95.278256), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.332, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707217, Location: 2.88 MI N OF BWY 8 (Lat: 29.978978, Lng: -95.278256), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.332, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels