Bridge Statistics for Jefferson, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 617ft / 188mTotal length
- 100,459Total average daily traffic
- 35,571Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jefferson
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 91950-1959
- 41980-1989
- 51990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 51980-1989
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 37.5%Satisfactory
- Bridge Condition - Superstructure
- 18.8%Very good
- 50.0%Good
- 31.3%Satisfactory
- Bridge Condition - Substructure
- 62.5%Good
- 31.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 4.8%Very good
- 52.4%Good
- 42.9%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 191030006207031, Location: 9.25 MI N OF LP 390 (Lat: 32.706272, Lng: -94.343994), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,832 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,280 (year 2033), Design Load: H 20, Features Intersected: LITTLE CYPRESS BYU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191030006207031, Location: 9.25 MI N OF LP 390 (Lat: 32.706272, Lng: -94.343994), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,832 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,280 (year 2033), Design Load: H 20, Features Intersected: LITTLE CYPRESS BYU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191030006207048, Location: 9.20 MI N OF LP 390 (Lat: 32.706508, Lng: -94.344461), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 5,058 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,280 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BYU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191030006207048, Location: 9.20 MI N OF LP 390 (Lat: 32.706508, Lng: -94.344461), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 5,058 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,280 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BYU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19103006320203, Location: 2.90 MI W OF FM 1793 (Lat: 32.734731, Lng: -94.286158), Route carried "on" structure: State highway 134, Year Built: 1993, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 605 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 780 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BYU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19103006320203, Location: 2.90 MI W OF FM 1793 (Lat: 32.734731, Lng: -94.286158), Route carried "on" structure: State highway 134, Year Built: 1993, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 605 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 780 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BYU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191550006205035, Location: 0.25 MI N OF SH 49 (Lat: 32.764931, Lng: -94.354939), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1960, Status: Open, Structure Length: 26.88m (88.19ft), Average Daily Traffic: 9,471 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 18,140 (year 2033), Features Intersected: UP RR KCS RR W CLAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.147, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 10, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.88m (88.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550006205035, Location: 0.25 MI N OF SH 49 (Lat: 32.764931, Lng: -94.354939), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1960, Status: Open, Structure Length: 26.88m (88.19ft), Average Daily Traffic: 9,471 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 18,140 (year 2033), Features Intersected: UP RR KCS RR W CLAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.147, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 10, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.88m (88.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550006205049, Location: 1.40 MI N OF SH 49 (Lat: 32.781803, Lng: -94.358289), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,314 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 15,020 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYPRESS BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.244, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 191550006205049, Location: 1.40 MI N OF SH 49 (Lat: 32.781803, Lng: -94.358289), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,314 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 15,020 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYPRESS BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.244, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 19155000620505, Location: 1.20 MI N OF SH 49 (Lat: 32.778508, Lng: -94.357314), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 7,314 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 15,020 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.552, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 19155000620505, Location: 1.20 MI N OF SH 49 (Lat: 32.778508, Lng: -94.357314), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 7,314 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 15,020 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.552, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 191550006206027, Location: 0.70 MI N OF HARRISON C/L (Lat: 32.722900, Lng: -94.348719), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,617 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 20,130 (year 2033), Features Intersected: LITTLE CYPRESS RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.358, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 191550006206027, Location: 0.70 MI N OF HARRISON C/L (Lat: 32.722900, Lng: -94.348719), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,617 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 20,130 (year 2033), Features Intersected: LITTLE CYPRESS RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.358, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 191550006206029, Location: 0.30 MI N OF HARRISON C/L (Lat: 32.717042, Lng: -94.346572), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,809 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Features Intersected: LITTLE CYPRESS REL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550006206029, Location: 0.30 MI N OF HARRISON C/L (Lat: 32.717042, Lng: -94.346572), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,809 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Features Intersected: LITTLE CYPRESS REL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19155000620603, Location: AT HARRISON C/L (Lat: 32.713350, Lng: -94.345683), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 5,809 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Features Intersected: LITTLE CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 26, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19155000620603, Location: AT HARRISON C/L (Lat: 32.713350, Lng: -94.345683), Route carried "on" structure: US 59, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 5,809 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Features Intersected: LITTLE CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 26, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550006206037, Location: 0.60 MI S OF SH 49 (Lat: 32.751936, Lng: -94.355003), Route carried "on" structure: US 59, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 23.04m (75.59ft), Average Daily Traffic: 11,165 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 21,720 (year 2033), Features Intersected: BIG CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550006206037, Location: 0.60 MI S OF SH 49 (Lat: 32.751936, Lng: -94.355003), Route carried "on" structure: US 59, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 23.04m (75.59ft), Average Daily Traffic: 11,165 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 21,720 (year 2033), Features Intersected: BIG CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550006206045, Location: AT HARRISON CO LINE (Lat: 32.713250, Lng: -94.345881), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 19.42m (63.71ft), Average Daily Traffic: 5,722 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550006206045, Location: AT HARRISON CO LINE (Lat: 32.713250, Lng: -94.345881), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 19.42m (63.71ft), Average Daily Traffic: 5,722 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550006206046, Location: 0.30 MI N OF HARRISON C/L (Lat: 32.716989, Lng: -94.346778), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 5,722 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS REL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550006206046, Location: 0.30 MI N OF HARRISON C/L (Lat: 32.716989, Lng: -94.346778), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 5,722 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 10,060 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS REL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550006206047, Location: 1.05 MI S OF SH 49 (Lat: 32.745889, Lng: -94.355047), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 11,165 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 21,720 (year 2033), Design Load: HS 20, Features Intersected: BIG CYPRESS BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.733, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 191550006206047, Location: 1.05 MI S OF SH 49 (Lat: 32.745889, Lng: -94.355047), Route carried "on" structure: US 59, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 11,165 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 21,720 (year 2033), Design Load: HS 20, Features Intersected: BIG CYPRESS BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.733, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 191550013811101, Location: 4.50 MI S OF FM 2683 (Lat: 32.821947, Lng: -94.318469), Route carried "on" structure: State highway 248, Year Built: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 186 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20, Features Intersected: HASTY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 191550013811101, Location: 4.50 MI S OF FM 2683 (Lat: 32.821947, Lng: -94.318469), Route carried "on" structure: State highway 248, Year Built: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 186 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20, Features Intersected: HASTY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 191550013812061, Location: 2.55 MI E OF FM 3001 (Lat: 32.721172, Lng: -94.406417), Route carried "on" structure: State highway 2208, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 937 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,140 (year 2033), Features Intersected: MADDOX BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550013812061, Location: 2.55 MI E OF FM 3001 (Lat: 32.721172, Lng: -94.406417), Route carried "on" structure: State highway 2208, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 937 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,140 (year 2033), Features Intersected: MADDOX BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550022301011, Location: 0.80 MI E OF FM 248 (Lat: 32.798636, Lng: -94.309931), Route carried "on" structure: State highway 49, Year Built: 1949, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,289 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,930 (year 2033), Design Load: H 15, Features Intersected: HAGGERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.6m (44.6ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550022301011, Location: 0.80 MI E OF FM 248 (Lat: 32.798636, Lng: -94.309931), Route carried "on" structure: State highway 49, Year Built: 1949, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,289 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,930 (year 2033), Design Load: H 15, Features Intersected: HAGGERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.6m (44.6ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550022301014, Location: 5.45 MI NE OF US 59 (Lat: 32.797619, Lng: -94.289392), Route carried "on" structure: State highway 49, Year Built: 1951, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,289 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,930 (year 2033), Design Load: H 15, Features Intersected: HASTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 191550022301014, Location: 5.45 MI NE OF US 59 (Lat: 32.797619, Lng: -94.289392), Route carried "on" structure: State highway 49, Year Built: 1951, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,289 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,930 (year 2033), Design Load: H 15, Features Intersected: HASTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 191550022301016, Location: 0.90 MI S OF FM 248 (Lat: 32.786539, Lng: -94.331675), Route carried "on" structure: State highway 49, Year Built: 2001, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,945 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,130 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 191550022301016, Location: 0.90 MI S OF FM 248 (Lat: 32.786539, Lng: -94.331675), Route carried "on" structure: State highway 49, Year Built: 2001, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,945 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,130 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191550022301017, Location: 0.60 MI S OF FM 248 (Lat: 32.789842, Lng: -94.329803), Route carried "on" structure: State highway 49, Year Built: 2001, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,945 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,130 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYP BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.743, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 191550022301017, Location: 0.60 MI S OF FM 248 (Lat: 32.789842, Lng: -94.329803), Route carried "on" structure: State highway 49, Year Built: 2001, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,945 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,130 (year 2033), Design Load: HS 20, Features Intersected: BLACK CYP BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.743, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191550063201022, Location: 0.80 MI N OF FM 2208 (Lat: 32.754903, Lng: -94.342322), Route carried "on" structure: State highway 134, Year Built: 1921, Year Reconstructed: 1960, Status: Open, Structure Length: 15.15m (49.70ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,770 (year 2033), Design Load: H 15, Features Intersected: BIG CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 17, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191550063201022, Location: 0.80 MI N OF FM 2208 (Lat: 32.754903, Lng: -94.342322), Route carried "on" structure: State highway 134, Year Built: 1921, Year Reconstructed: 1960, Status: Open, Structure Length: 15.15m (49.70ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,770 (year 2033), Design Load: H 15, Features Intersected: BIG CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 17, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550063201029, Location: AT HARRISON C/L (Lat: 32.735583, Lng: -94.288192), Route carried "on" structure: State highway 134, Year Built: 1993, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 747 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 940 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 191550063201029, Location: AT HARRISON C/L (Lat: 32.735583, Lng: -94.288192), Route carried "on" structure: State highway 134, Year Built: 1993, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 747 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 940 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 191550157701002, Location: 1.00 MI E OF US 59 (Lat: 32.810322, Lng: -94.348844), Route carried "on" structure: State highway 1324, Year Built: 2001, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 148 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 210 (year 2031), Design Load: HS 20, Features Intersected: SCOTTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.632, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 191550157701002, Location: 1.00 MI E OF US 59 (Lat: 32.810322, Lng: -94.348844), Route carried "on" structure: State highway 1324, Year Built: 2001, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 148 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 210 (year 2031), Design Load: HS 20, Features Intersected: SCOTTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.632, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 191550006205035, Location: 0.25 MI N OF SH 49, Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 170 (year 2013), Features Intersected: UP RR KCS RR W CLAY ST, Facility Carried by Structure: US 59
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.117, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.117, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)