Bridge Statistics for Sheldon, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 121020002801005,  Location: 0.35 MI SW OF SHELDON RD (Lat: 29.865894,  Lng: -95.133317),  Route carried "on" structure: Business State highway 90,  Year Built: 1930,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,220 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,900 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.298,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 121020002802171,  Location: 1.00 MI E OF BW 8 (Lat: 29.839836,  Lng: -95.160833),  Route carried "on" structure: ServiceUS 90,  Year Built: 1989,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 9,210 (year 2013),  Average Future Daily Traffic: 12,890 (year 2033),  Design Load: HS 20,  Features Intersected: CARPENTERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 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: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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 Cast-file-Place

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Structure Number: 121020002802175,  Location: 1.30 MI SW OF SHELDON RD (Lat: 29.843972,  Lng: -95.149547),  Route carried "on" structure: US 90,  Year Built: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 46,513 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,110 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.679,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 121020002802177,  Location: 0.30 MI SW OF SHELDON RD (Lat: 29.851597,  Lng: -95.131794),  Route carried "on" structure: ServiceUS 90,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,080 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,020 (year 2030),  Design Load: HS 20,  Features Intersected: NORTH DITCH #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.401,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  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: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 121020002802178,  Location: 3.2 MI NE OF BW 8 (Lat: 29.852889,  Lng: -95.127886),  Route carried "on" structure: US 90,  Year Built: 1987,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,050 (year 2033),  Design Load: HS 20,  Features Intersected: SHELDON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.835,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002802179,  Location: 3.2 MI NE OF BW 8 (Lat: 29.852717,  Lng: -95.127803),  Route carried "on" structure: US 90,  Year Built: 1987,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,050 (year 2033),  Design Load: HS 20,  Features Intersected: SHELDON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.819,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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 rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000280218,  Location: 0.01 MI W OF SHELDON RD (Lat: 29.852558,  Lng: -95.130189),  Route carried "on" structure: ServiceUS 90,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 240 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 140 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.908,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 121020002802181,  Location: 0.35 MI NE OF SHELDON RD (Lat: 29.854964,  Lng: -95.122514),  Route carried "on" structure: US 90,  Year Built: 1987,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,260 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,370 (year 2033),  Design Load: HS 20,  Features Intersected: HCFC CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.431,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002802182,  Location: 0.35 MI NE OF SHELDON RD (Lat: 29.854586,  Lng: -95.122414),  Route carried "on" structure: US 90,  Year Built: 1987,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,260 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,370 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.431,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002802183,  Location: 4.20 MI NE OF BW 8 (Lat: 29.858669,  Lng: -95.112739),  Route carried "on" structure: US 90,  Year Built: 1988,  Status: Open,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 15,260 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,370 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR & VAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.288,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: 121020002802184,  Location: 4.20 MI NE OF BW 8 (Lat: 29.858503,  Lng: -95.112639),  Route carried "on" structure: US 90,  Year Built: 1988,  Status: Open,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 15,260 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,370 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR & VAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.288,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: 121020002802203,  Location: 1.30 MI NE OF BW 8 (Lat: 29.841031,  Lng: -95.156131),  Route carried "on" structure: US 90,  Year Built: 1990,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,050 (year 2033),  Design Load: HS 20,  Features Intersected: MILLER ROAD #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.737,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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: 121020002802204,  Location: 1.30 MI NE OF BW 8 (Lat: 29.841200,  Lng: -95.156222),  Route carried "on" structure: US 90,  Year Built: 1990,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,050 (year 2033),  Design Load: HS 20,  Features Intersected: MILLER ROAD #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.737,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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: 121020002802205,  Location: 2.20 MI NE OF BW 8 (Lat: 29.846528,  Lng: -95.143392),  Route carried "on" structure: US 90,  Year Built: 1990,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,050 (year 2033),  Design Load: HS 20,  Features Intersected: MILLER ROAD #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.186,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

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 rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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: 121020002802206,  Location: 2.20 MI NE OF BW 8 (Lat: 29.846686,  Lng: -95.143483),  Route carried "on" structure: US 90,  Year Built: 1990,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,050 (year 2033),  Design Load: HS 20,  Features Intersected: MILLER ROAD #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.186,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

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 rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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: 121020002802207,  Location: 0.10 MI N OF US 90 (Lat: 29.853422,  Lng: -95.128250),  Route carried "on" structure: ServiceUS 90,  Year Built: 1990,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,080 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,020 (year 2030),  Design Load: HS 20,  Features Intersected: NORTH DITCH # 1,  Facility Carried by Structure: SHELDON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.557,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA4522001,  Location: .2 MI W OF SHELDON RD (Lat: 29.861739,  Lng: -95.131258),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 770 (year 2013),  Average Future Daily Traffic: 685 (year 2030),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: HALL SHEPPARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: 121020AA4531001,  Location: .1 MI W OF SHELDON RD (Lat: 29.857469,  Lng: -95.129417),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 890 (year 2013),  Average Future Daily Traffic: 745 (year 2030),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: BLAIRWOOD 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: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA4536001,  Location: 0.10 MI N OF US 90 (Lat: 29.854594,  Lng: -95.128017),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 17,100 (year 2013),  Average Future Daily Traffic: 22,000 (year 2030),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: SHELDON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA4536002,  Location: 0.1 MI N OF US 90 (Lat: 29.854600,  Lng: -95.128267),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 80%,  Average Future Daily Traffic: 200 (year 2034),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: SHELDON ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

Structure Number: 121020002802183,  Location: 4.20 MI NE OF BW 8,  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 10%,  Features Intersected: UP RR & VAN RD,  Facility Carried by Structure: US 90 WB
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 21.288,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Structure Number: 121020002802184,  Location: 4.20 MI NE OF BW 8,  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 10%,  Features Intersected: UP RR & VAN RD,  Facility Carried by Structure: US 90 EB
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 21.288,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)