Bridge Statistics for Highlands, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 394ft / 120mTotal length
- $42,000Total costs
- 355,675Total average daily traffic
- 51,302Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Highlands
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 91970-1979
- 21980-1989
- 41990-1999
- Bridge Condition - Deck
- 14.3%Very good
- 64.3%Good
- 21.4%Satisfactory
- Bridge Condition - Superstructure
- 21.4%Very good
- 50.0%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 7.1%Very good
- 57.1%Good
- 35.7%Satisfactory
- Bridge Condition - Channel
- 53.8%Good
- 46.2%Satisfactory
Find on map >> Show street view
Structure Number: 121020050801223, Location: 0.45 MI W OF SPUR 330 (Lat: 29.790692, Lng: -95.057369), Route carried "on" structure: City street 11, Year Built: 1971, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 17,700 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2030), Design Load: HS 20, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.104, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801223, Location: 0.45 MI W OF SPUR 330 (Lat: 29.790692, Lng: -95.057369), Route carried "on" structure: City street 11, Year Built: 1971, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 17,700 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2030), Design Load: HS 20, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.104, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12102005080124, Location: 0.45 MI W OF SPUR 330 (Lat: 29.791311, Lng: -95.057389), Route carried "on" structure: City street 11, Year Built: 1971, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 17,700 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2030), Design Load: HS 20, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.104, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005080124, Location: 0.45 MI W OF SPUR 330 (Lat: 29.791311, Lng: -95.057389), Route carried "on" structure: City street 11, Year Built: 1971, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 17,700 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2030), Design Load: HS 20, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.104, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050801317, Location: IH 10 @ SAN JACINTO RIVER (Lat: 29.791797, Lng: -95.059956), Route carried "on" structure: Interstate 10, Year Built: 1995, Status: Open, Structure Length: 79.58m (261.09ft), Average Daily Traffic: 59,828 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 78,160 (year 2033), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.911, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020050801317, Location: IH 10 @ SAN JACINTO RIVER (Lat: 29.791797, Lng: -95.059956), Route carried "on" structure: Interstate 10, Year Built: 1995, Status: Open, Structure Length: 79.58m (261.09ft), Average Daily Traffic: 59,828 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 78,160 (year 2033), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.911, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020AA3375001, Location: 0.30 MI W OF WADE RD (Lat: 29.819567, Lng: -95.022286), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,227 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2029), Features Intersected: W FORK GOOSE CRK, Facility Carried by Structure: WALLISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), 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: 121020AA3375001, Location: 0.30 MI W OF WADE RD (Lat: 29.819567, Lng: -95.022286), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,227 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2029), Features Intersected: W FORK GOOSE CRK, Facility Carried by Structure: WALLISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), 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
Find on map >> Show street view
Structure Number: 121020AA3375002, Location: 0.40 MI E OF WADE RD (Lat: 29.819825, Lng: -95.010044), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,360 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2029), Features Intersected: E FORK GOOSE CRK, Facility Carried by Structure: WALLISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3375002, Location: 0.40 MI E OF WADE RD (Lat: 29.819825, Lng: -95.010044), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,360 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2029), Features Intersected: E FORK GOOSE CRK, Facility Carried by Structure: WALLISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA3375003, Location: 0.45 MI E OF WADE RD (Lat: 29.819797, Lng: -95.009689), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 4,360 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2026), Features Intersected: CIWA CANAL, Facility Carried by Structure: WALLISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA3375003, Location: 0.45 MI E OF WADE RD (Lat: 29.819797, Lng: -95.009689), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 4,360 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2026), Features Intersected: CIWA CANAL, Facility Carried by Structure: WALLISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020AA3401001, Location: 0.10 MI S OF JONES RD (Lat: 29.807025, Lng: -95.032092), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 6,683 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 6,500 (year 2026), Features Intersected: CIWA CANAL, Facility Carried by Structure: THOMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very 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: 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: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA3401001, Location: 0.10 MI S OF JONES RD (Lat: 29.807025, Lng: -95.032092), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 6,683 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 6,500 (year 2026), Features Intersected: CIWA CANAL, Facility Carried by Structure: THOMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very 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: 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: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020AA3402002, Location: 0.90 MI N OF IH 10 (Lat: 29.813347, Lng: -95.016869), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 5,227 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,645 (year 2029), Features Intersected: W FORK GOOSE CREEK, Facility Carried by Structure: WADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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, Length Of Structure Improvement: 1.59m (5.22ft), 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: 121020AA3402002, Location: 0.90 MI N OF IH 10 (Lat: 29.813347, Lng: -95.016869), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 5,227 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,645 (year 2029), Features Intersected: W FORK GOOSE CREEK, Facility Carried by Structure: WADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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, Length Of Structure Improvement: 1.59m (5.22ft), 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
Find on map >> Show street view
Structure Number: 121020AA3462001, Location: 0.10 MI E OF S MAIN (Lat: 29.807169, Lng: -95.054392), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,400 (year 2028), Features Intersected: SPRING GULLY, Facility Carried by Structure: JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 18.3m (60.0ft), 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: 11.5m (37.7ft)
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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3462001, Location: 0.10 MI E OF S MAIN (Lat: 29.807169, Lng: -95.054392), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,400 (year 2028), Features Intersected: SPRING GULLY, Facility Carried by Structure: JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 18.3m (60.0ft), 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: 11.5m (37.7ft)
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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA3462002, Location: 0.10 MI E OF THOMPSON RD (Lat: 29.807653, Lng: -95.030358), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,639 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2026), Features Intersected: CIWA CANAL, Facility Carried by Structure: JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, 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: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3462002, Location: 0.10 MI E OF THOMPSON RD (Lat: 29.807653, Lng: -95.030358), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,639 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2026), Features Intersected: CIWA CANAL, Facility Carried by Structure: JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, 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: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA3487001, Location: 0.20 MI E OF S MAIN (Lat: 29.811269, Lng: -95.053517), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2028), Features Intersected: SPRING GULLY, Facility Carried by Structure: BATTLE BELL 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: 18.3m (60.0ft), 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: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3487001, Location: 0.20 MI E OF S MAIN (Lat: 29.811269, Lng: -95.053517), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2028), Features Intersected: SPRING GULLY, Facility Carried by Structure: BATTLE BELL 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: 18.3m (60.0ft), 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: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA3504001, Location: 0.10 MI S OF WALLISVILLE (Lat: 29.817983, Lng: -95.048692), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,020 (year 2011), Average Future Daily Traffic: 1,300 (year 2028), Features Intersected: SPRING GULLY, Facility Carried by Structure: PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3504001, Location: 0.10 MI S OF WALLISVILLE (Lat: 29.817983, Lng: -95.048692), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,020 (year 2011), Average Future Daily Traffic: 1,300 (year 2028), Features Intersected: SPRING GULLY, Facility Carried by Structure: PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA3534001, Location: 0.01 MI E OF CROSBY-LYNCH (Lat: 29.834153, Lng: -95.057733), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 100 (year 2028), Features Intersected: BLUFF GULLY, Facility Carried by Structure: BURWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA3534001, Location: 0.01 MI E OF CROSBY-LYNCH (Lat: 29.834153, Lng: -95.057733), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 100 (year 2028), Features Intersected: BLUFF GULLY, Facility Carried by Structure: BURWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA9962002, Location: 2.90 MI N OF IH 10 (Lat: 29.832869, Lng: -95.057631), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 17,920 (year 2011), Average Future Daily Traffic: 17,500 (year 2028), Features Intersected: BLUFF GULLY, Facility Carried by Structure: CROSBY LYNCHBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 121020AA9962002, Location: 2.90 MI N OF IH 10 (Lat: 29.832869, Lng: -95.057631), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 17,920 (year 2011), Average Future Daily Traffic: 17,500 (year 2028), Features Intersected: BLUFF GULLY, Facility Carried by Structure: CROSBY LYNCHBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Find on map >> Show street view
Structure Number: 121020AA9962003, Location: 0.10 MI N OF IH 10 (Lat: 29.792786, Lng: -95.056589), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 20,631 (year 2016), Average Future Daily Traffic: 20,000 (year 2028), Features Intersected: LYNCHBURG RES. CANAL, Facility Carried by Structure: CROSBY-LYNCHBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.622, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Superior to present desirable criteria, 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: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA9962003, Location: 0.10 MI N OF IH 10 (Lat: 29.792786, Lng: -95.056589), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 20,631 (year 2016), Average Future Daily Traffic: 20,000 (year 2028), Features Intersected: LYNCHBURG RES. CANAL, Facility Carried by Structure: CROSBY-LYNCHBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.622, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Superior to present desirable criteria, 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: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050801223, Location: 0.45 MI W OF SPUR 330 (Lat: 29.790692, Lng: -95.057369), Route carried "under" structure: Interstate 10, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 78,960 (year 2013), Truck Traffic: 20%, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH NB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 74.976, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 121020050801223, Location: 0.45 MI W OF SPUR 330 (Lat: 29.790692, Lng: -95.057369), Route carried "under" structure: Interstate 10, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 78,960 (year 2013), Truck Traffic: 20%, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH NB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 74.976, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Find on map >> Show street view
Structure Number: 12102005080124, Location: 0.45 MI W OF SPUR 330 (Lat: 29.791311, Lng: -95.057389), Route carried "under" structure: Interstate 10, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 111,660 (year 2013), Truck Traffic: 20%, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH SB
Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 74.949, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 12102005080124, Location: 0.45 MI W OF SPUR 330 (Lat: 29.791311, Lng: -95.057389), Route carried "under" structure: Interstate 10, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 111,660 (year 2013), Truck Traffic: 20%, Features Intersected: IH 10, Facility Carried by Structure: CROSBY-LYNCH SB
Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 74.949, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)