Bridge Statistics for Oak Ridge North, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 374ft / 114mTotal length
- $25,000Total costs
- 943,851Total average daily traffic
- 66,544Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oak Ridge North
- No street view available for this location
- New bridges - historical statistics
- 101980-1989
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 28.6%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
- Bridge Condition - Channel
- 88.9%Good
- 11.1%Satisfactory
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 121700011004116, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167419, Lng: -95.450789), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 211 (year 2014), Average Future Daily Traffic: 200 (year 2033), Features Intersected: IH 45, Facility Carried by Structure: LAKE WOODLANDS EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004116, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167419, Lng: -95.450789), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 211 (year 2014), Average Future Daily Traffic: 200 (year 2033), Features Intersected: IH 45, Facility Carried by Structure: LAKE WOODLANDS EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004117, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167567, Lng: -95.450800), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 211 (year 2014), Average Future Daily Traffic: 200 (year 2033), Features Intersected: IH 45, Facility Carried by Structure: LAKE WOODLANDS WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004117, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167567, Lng: -95.450800), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 211 (year 2014), Average Future Daily Traffic: 200 (year 2033), Features Intersected: IH 45, Facility Carried by Structure: LAKE WOODLANDS WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004126, Location: 3.50 MI S OF SH 242 (Lat: 30.157039, Lng: -95.449286), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 2,008 (year 2014), Average Future Daily Traffic: 2,008 (year 2032), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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
Structure Number: 121700011004126, Location: 3.50 MI S OF SH 242 (Lat: 30.157039, Lng: -95.449286), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 2,008 (year 2014), Average Future Daily Traffic: 2,008 (year 2032), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: 121700011004181, Location: 3.75 MI S OF SH 242 (Lat: 30.153439, Lng: -95.448194), Route carried "on" structure: Ramp Interstate 45, Year Built: 2002, Status: Open, Structure Length: 62.70m (205.71ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 15,000 (year 2032), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 10, Length of Maximum Span: 94.8m (311.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, 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
Structure Number: 121700011004181, Location: 3.75 MI S OF SH 242 (Lat: 30.153439, Lng: -95.448194), Route carried "on" structure: Ramp Interstate 45, Year Built: 2002, Status: Open, Structure Length: 62.70m (205.71ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 15,000 (year 2032), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 10, Length of Maximum Span: 94.8m (311.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, 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: 121700A01102035, Location: 0.25 MI S OF GREAT OAK BL (Lat: 30.166622, Lng: -95.410358), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: SCARLET OAK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700A01102035, Location: 0.25 MI S OF GREAT OAK BL (Lat: 30.166622, Lng: -95.410358), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: SCARLET OAK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700A01174037, Location: 2.0 MI E OF MAIN ST (Lat: 30.173472, Lng: -95.406897), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SLEEPY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
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, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121700A01174037, Location: 2.0 MI E OF MAIN ST (Lat: 30.173472, Lng: -95.406897), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SLEEPY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
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, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121700A0133604, Location: 0.3 MI N OF WHITE OAK TRL (Lat: 30.165578, Lng: -95.402458), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: WHITE OAK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 121700A0133604, Location: 0.3 MI N OF WHITE OAK TRL (Lat: 30.165578, Lng: -95.402458), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: WHITE OAK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 121700A1153801, Location: 0.15 MI E OF WILLOW CRK P (Lat: 30.146097, Lng: -95.409747), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CAMDEN PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, 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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 121700A1153801, Location: 0.15 MI E OF WILLOW CRK P (Lat: 30.146097, Lng: -95.409747), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CAMDEN PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, 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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 121700AA1241001, Location: 0.25 MI W OF OAKWOOD (Lat: 30.142778, Lng: -95.438194), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 170 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2026), Features Intersected: OAK RIDGE DITCH, Facility Carried by Structure: BASSWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700AA1241001, Location: 0.25 MI W OF OAKWOOD (Lat: 30.142778, Lng: -95.438194), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 170 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2026), Features Intersected: OAK RIDGE DITCH, Facility Carried by Structure: BASSWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700AA1242001, Location: .25 MI E OF MAPLEWOOD (Lat: 30.141367, Lng: -95.436750), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 260 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Features Intersected: OAK RIDGE DITCH, Facility Carried by Structure: SPRING PINES DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700AA1242001, Location: .25 MI E OF MAPLEWOOD (Lat: 30.141367, Lng: -95.436750), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 260 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Features Intersected: OAK RIDGE DITCH, Facility Carried by Structure: SPRING PINES DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700AA1247001, Location: BETWEEN CURRY & ELDER RD (Lat: 30.156331, Lng: -95.430769), Route carried "on" structure: County highway , Year Built: 1986, Year Reconstructed: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 660 (year 2009), Average Future Daily Traffic: 660 (year 2026), Features Intersected: GULLY CREEK DRAW, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700AA1247001, Location: BETWEEN CURRY & ELDER RD (Lat: 30.156331, Lng: -95.430769), Route carried "on" structure: County highway , Year Built: 1986, Year Reconstructed: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 660 (year 2009), Average Future Daily Traffic: 660 (year 2026), Features Intersected: GULLY CREEK DRAW, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700AA1655094, Location: 0.25 MI N OF SPG PINES DR (Lat: 30.144725, Lng: -95.441633), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,411 (year 2020), Average Future Daily Traffic: 5,000 (year 2026), Features Intersected: OAK RIDGE DITCH, Facility Carried by Structure: MAPLEWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 13.1m (43.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700AA1655094, Location: 0.25 MI N OF SPG PINES DR (Lat: 30.144725, Lng: -95.441633), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,411 (year 2020), Average Future Daily Traffic: 5,000 (year 2026), Features Intersected: OAK RIDGE DITCH, Facility Carried by Structure: MAPLEWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 13.1m (43.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700U09996001, Location: 0.1 MI N OF ROBINSON RD (Lat: 30.157219, Lng: -95.432250), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: OAK RIDGE PKWY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 24 months, Inspection Date: October 2021
Structure Number: 121700U09996001, Location: 0.1 MI N OF ROBINSON RD (Lat: 30.157219, Lng: -95.432250), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: OAK RIDGE PKWY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 24 months, Inspection Date: October 2021
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Structure Number: 121700011004116, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167119, Lng: -95.450242), Route carried "under" structure: Interstate 45, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 241,690 (year 2013), Truck Traffic: 6%, Features Intersected: LAKE WOODLANDS (EB), Facility Carried by Structure: LAKE WOODLANDS EB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 6.592, Lanes on structure: 17, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.0m (173.9ft)
Structure Number: 121700011004116, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167119, Lng: -95.450242), Route carried "under" structure: Interstate 45, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 241,690 (year 2013), Truck Traffic: 6%, Features Intersected: LAKE WOODLANDS (EB), Facility Carried by Structure: LAKE WOODLANDS EB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 6.592, Lanes on structure: 17, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.0m (173.9ft)
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Structure Number: 121700011004117, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167567, Lng: -95.450800), Route carried "under" structure: Interstate 45, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 241,690 (year 2013), Truck Traffic: 6%, Features Intersected: LAKE WOODLANDS (WB), Facility Carried by Structure: LAKE WOODLANDS WB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 6.584, Lanes on structure: 17, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.0m (173.9ft)
Structure Number: 121700011004117, Location: 4.1 MI N OF HARRIS C/L (Lat: 30.167567, Lng: -95.450800), Route carried "under" structure: Interstate 45, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 241,690 (year 2013), Truck Traffic: 6%, Features Intersected: LAKE WOODLANDS (WB), Facility Carried by Structure: LAKE WOODLANDS WB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 6.584, Lanes on structure: 17, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.0m (173.9ft)
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Structure Number: 121700011004126, Location: 3.50 MI S OF SH 242 (Lat: 30.157067, Lng: -95.349519), Route carried "under" structure: Interstate 45, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 241,690 (year 2013), Truck Traffic: 6%, Features Intersected: ROBINSON RD, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 5.300, Lanes on structure: 18, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 121700011004126, Location: 3.50 MI S OF SH 242 (Lat: 30.157067, Lng: -95.349519), Route carried "under" structure: Interstate 45, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 241,690 (year 2013), Truck Traffic: 6%, Features Intersected: ROBINSON RD, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 5.300, Lanes on structure: 18, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 121700011004181, Location: 3.75 MI S OF SH 242 (Lat: 30.153439, Lng: -95.448194), Route carried "under" structure: Interstate 45, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 200,000 (year 2014), Truck Traffic: 11%, Features Intersected: WOODLANDS PKWY CONN
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 4.973, Lanes on structure: 10, Material/Design: Steel continuous, Design/Construction: Orthotropic, Length of Maximum Span: 94.8m (311.0ft)
Structure Number: 121700011004181, Location: 3.75 MI S OF SH 242 (Lat: 30.153439, Lng: -95.448194), Route carried "under" structure: Interstate 45, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 200,000 (year 2014), Truck Traffic: 11%, Features Intersected: WOODLANDS PKWY CONN
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 4.973, Lanes on structure: 10, Material/Design: Steel continuous, Design/Construction: Orthotropic, Length of Maximum Span: 94.8m (311.0ft)