Bridge Statistics for Crosby, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 289ft / 88.2mTotal length
- $96,000Total costs
- 186,499Total average daily traffic
- 8,911Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Crosby
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 51970-1979
- 31980-1989
- 51990-1999
- 42000-2009
- 42010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 78.6%Good
- 7.1%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 35.7%Very good
- 50.0%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 7.1%Very good
- 92.9%Good
- Bridge Condition - Channel
- 5.6%Very good
- 44.4%Good
- 38.9%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
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Structure Number: 121020002802212, Location: 0.2 MI SW OF CROSBY EASTG (Lat: 29.942025, Lng: -95.025747), Route carried "on" structure: US 90, Year Built: 1991, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,920 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 12,490 (year 2033), Design Load: HS 20, Features Intersected: ADLONG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002802212, Location: 0.2 MI SW OF CROSBY EASTG (Lat: 29.942025, Lng: -95.025747), Route carried "on" structure: US 90, Year Built: 1991, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,920 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 12,490 (year 2033), Design Load: HS 20, Features Intersected: ADLONG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002802213, Location: 0.2 MI SW OF CROSBY EASTG (Lat: 29.941492, Lng: -95.025122), Route carried "on" structure: US 90, Year Built: 1991, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 8,920 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 12,490 (year 2033), Design Load: HS 20, Features Intersected: ADLONG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002802213, Location: 0.2 MI SW OF CROSBY EASTG (Lat: 29.941492, Lng: -95.025122), Route carried "on" structure: US 90, Year Built: 1991, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 8,920 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 12,490 (year 2033), Design Load: HS 20, Features Intersected: ADLONG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002802214, Location: 0.01 MI SW OF CROSBY EAST (Lat: 29.944033, Lng: -95.023169), Route carried "on" structure: US 90, Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 9,641 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,490 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.818, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020002802214, Location: 0.01 MI SW OF CROSBY EAST (Lat: 29.944033, Lng: -95.023169), Route carried "on" structure: US 90, Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 9,641 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,490 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.818, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12102000280225, Location: 2.15 MI NE OF FM 2100 (Lat: 29.911392, Lng: -95.047278), Route carried "on" structure: US 90, Year Built: 2002, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 13,520 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 18,930 (year 2033), Design Load: HS 20, Features Intersected: RUNNEBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.497, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102000280225, Location: 2.15 MI NE OF FM 2100 (Lat: 29.911392, Lng: -95.047278), Route carried "on" structure: US 90, Year Built: 2002, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 13,520 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 18,930 (year 2033), Design Load: HS 20, Features Intersected: RUNNEBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.497, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002802251, Location: 1.20 MI NE OF FM 2100 (Lat: 29.899361, Lng: -95.054775), Route carried "on" structure: US 90, Year Built: 2002, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 18,310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 18,930 (year 2033), Design Load: HS 20, Features Intersected: KRENEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.959, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002802251, Location: 1.20 MI NE OF FM 2100 (Lat: 29.899361, Lng: -95.054775), Route carried "on" structure: US 90, Year Built: 2002, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 18,310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 18,930 (year 2033), Design Load: HS 20, Features Intersected: KRENEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.959, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002802255, Location: 1.40 MI NE OF FM 2100 (Lat: 29.903181, Lng: -95.052506), Route carried "on" structure: US 90, Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,950 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 18,950 (year 2032), Design Load: HS 20, Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.346, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002802255, Location: 1.40 MI NE OF FM 2100 (Lat: 29.903181, Lng: -95.052506), Route carried "on" structure: US 90, Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,950 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 18,950 (year 2032), Design Load: HS 20, Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.346, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020106204009, Location: 4.10 MI N OF US 90 (Lat: 29.943233, Lng: -95.075250), Route carried "on" structure: State highway 2100, Year Built: 1940, Year Reconstructed: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 17,462 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,360 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 121020106204009, Location: 4.10 MI N OF US 90 (Lat: 29.943233, Lng: -95.075250), Route carried "on" structure: State highway 2100, Year Built: 1940, Year Reconstructed: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 17,462 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,360 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 121020106204195, Location: 1.80 MI N OF US 90 (Lat: 29.911136, Lng: -95.068858), Route carried "on" structure: State highway 2100, Year Built: 2013, Status: Open, Structure Length: 29.02m (95.21ft), Average Daily Traffic: 21,460 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 30,050 (year 2033), Design Load: HS 20, Features Intersected: UP RAILROAD ; STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, 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: 121020106204195, Location: 1.80 MI N OF US 90 (Lat: 29.911136, Lng: -95.068858), Route carried "on" structure: State highway 2100, Year Built: 2013, Status: Open, Structure Length: 29.02m (95.21ft), Average Daily Traffic: 21,460 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 30,050 (year 2033), Design Load: HS 20, Features Intersected: UP RAILROAD ; STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, 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: 121020106204196, Location: 1.9 MI N OF US 90 (Lat: 29.911000, Lng: -95.068683), Route carried "on" structure: ServiceState highway 2100, Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 26,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 36,400 (year 2030), Design Load: HS 20, Features Intersected: HARRIS BRANCH (JACKSON B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 121020106204196, Location: 1.9 MI N OF US 90 (Lat: 29.911000, Lng: -95.068683), Route carried "on" structure: ServiceState highway 2100, Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 26,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 36,400 (year 2030), Design Load: HS 20, Features Intersected: HARRIS BRANCH (JACKSON B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 121020106204197, Location: 1.8 MI N of US 90 (Lat: 29.908900, Lng: -95.067503), Route carried "on" structure: ServiceState highway 2100, Year Built: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,770 (year 2030), Design Load: HS 20, Features Intersected: JACKSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 121020106204197, Location: 1.8 MI N of US 90 (Lat: 29.908900, Lng: -95.067503), Route carried "on" structure: ServiceState highway 2100, Year Built: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,770 (year 2030), Design Load: HS 20, Features Intersected: JACKSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 121020AA3618001, Location: 0.1 MI W OF FM 2100 (Lat: 29.909525, Lng: -95.070044), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 350 (year 2009), Average Future Daily Traffic: 546 (year 2028), Features Intersected: JACKSON BAYOU, Facility Carried by Structure: JACKSON BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3618001, Location: 0.1 MI W OF FM 2100 (Lat: 29.909525, Lng: -95.070044), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 350 (year 2009), Average Future Daily Traffic: 546 (year 2028), Features Intersected: JACKSON BAYOU, Facility Carried by Structure: JACKSON BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA3626001, Location: .25 MI S OF CROSBY DAYTON (Lat: 29.910561, Lng: -95.061456), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 610 (year 2009), Average Future Daily Traffic: 700 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: PECAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: 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: August 2021, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3626001, Location: .25 MI S OF CROSBY DAYTON (Lat: 29.910561, Lng: -95.061456), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 610 (year 2009), Average Future Daily Traffic: 700 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: PECAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: 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: August 2021, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA3637001, Location: 0.3 MI E OF FIRST ST (Lat: 29.911797, Lng: -95.058111), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,071 (year 2016), Average Future Daily Traffic: 2,000 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RUNNEBURG RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3637001, Location: 0.3 MI E OF FIRST ST (Lat: 29.911797, Lng: -95.058111), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,071 (year 2016), Average Future Daily Traffic: 2,000 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RUNNEBURG RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA3650001, Location: 0.4 MI S OF US 90 (Lat: 29.938239, Lng: -95.022025), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 100 (year 2028), Features Intersected: ADLONG DITCH, Facility Carried by Structure: ADLONG SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3650001, Location: 0.4 MI S OF US 90 (Lat: 29.938239, Lng: -95.022025), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 100 (year 2028), Features Intersected: ADLONG DITCH, Facility Carried by Structure: ADLONG SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA3682001, Location: 0.3 MI W OF FM 2100 (Lat: 29.949231, Lng: -95.083158), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,242 (year 2016), Average Future Daily Traffic: 2,000 (year 2028), Design Load: HS 20, Features Intersected: GUM GULLY, Facility Carried by Structure: FOLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very 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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA3682001, Location: 0.3 MI W OF FM 2100 (Lat: 29.949231, Lng: -95.083158), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,242 (year 2016), Average Future Daily Traffic: 2,000 (year 2028), Design Load: HS 20, Features Intersected: GUM GULLY, Facility Carried by Structure: FOLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very 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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020AA6020001, Location: 1.3 MI W OF FM 2100 (Lat: 29.910881, Lng: -95.090922), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 5,643 (year 2016), Average Future Daily Traffic: 6,000 (year 2028), Features Intersected: GUM GULLY, Facility Carried by Structure: DIAMONDHEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA6020001, Location: 1.3 MI W OF FM 2100 (Lat: 29.910881, Lng: -95.090922), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 5,643 (year 2016), Average Future Daily Traffic: 6,000 (year 2028), Features Intersected: GUM GULLY, Facility Carried by Structure: DIAMONDHEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA6045001, Location: 0.1 MI S OF MIDSHIP WAY (Lat: 29.924725, Lng: -95.084614), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 100 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WHERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 121020AA6045001, Location: 0.1 MI S OF MIDSHIP WAY (Lat: 29.924725, Lng: -95.084614), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 100 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WHERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 121020AA6047001, Location: 1.3 MI N OF DIAMONDHEAD (Lat: 29.929311, Lng: -95.090369), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,472 (year 2016), Average Future Daily Traffic: 1,000 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: GOLF CLUB DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA6047001, Location: 1.3 MI N OF DIAMONDHEAD (Lat: 29.929311, Lng: -95.090369), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,472 (year 2016), Average Future Daily Traffic: 1,000 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: GOLF CLUB DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA6055001, Location: 1.0 MI N OF DIAMONDHEAD (Lat: 29.926136, Lng: -95.079747), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,528 (year 2016), Average Future Daily Traffic: 800 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: PORT OF CALL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000
Structure Number: 121020AA6055001, Location: 1.0 MI N OF DIAMONDHEAD (Lat: 29.926136, Lng: -95.079747), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,528 (year 2016), Average Future Daily Traffic: 800 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: PORT OF CALL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000
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Structure Number: 121020AA6056001, Location: 0.1 MI E OF PORT OF CALL (Lat: 29.927564, Lng: -95.078758), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 290 (year 2009), Average Future Daily Traffic: 300 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HARBOR MIST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 121020AA6056001, Location: 0.1 MI E OF PORT OF CALL (Lat: 29.927564, Lng: -95.078758), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 290 (year 2009), Average Future Daily Traffic: 300 (year 2028), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HARBOR MIST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 121020AA6183001, Location: 0.55 MI W OF FM 2100 (Lat: 29.939044, Lng: -95.082536), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 1,000 (year 2009), Average Future Daily Traffic: 2,000 (year 2028), Design Load: HS 20, Features Intersected: GUM GULLY, Facility Carried by Structure: N DIAMONDHEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA6183001, Location: 0.55 MI W OF FM 2100 (Lat: 29.939044, Lng: -95.082536), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 1,000 (year 2009), Average Future Daily Traffic: 2,000 (year 2028), Design Load: HS 20, Features Intersected: GUM GULLY, Facility Carried by Structure: N DIAMONDHEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020106204195, Location: 1.80 MI N OF US 90 (Lat: 29.911136, Lng: -95.068858), Route carried "under" structure: State highway 2100, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 21,460 (year 0000), Truck Traffic: 3%, Features Intersected: UP RAILROAD, STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 121020106204195, Location: 1.80 MI N OF US 90 (Lat: 29.911136, Lng: -95.068858), Route carried "under" structure: State highway 2100, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 21,460 (year 0000), Truck Traffic: 3%, Features Intersected: UP RAILROAD, STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)