Bridge Statistics for Merryville, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 348ft / 106mTotal length
- $234,000Total costs
- 42,180Total average daily traffic
- 6,862Total average daily truck traffic
- 31,394Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Merryville
- No street view available for this location
- New bridges - historical statistics
- 81950-1959
- 41960-1969
- 61970-1979
- 11980-1989
- Bridge Condition - Deck
- 14.3%Good
- 64.3%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 7.1%Good
- 64.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 35.7%Satisfactory
- 7.1%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 47.4%Good
- 26.3%Satisfactory
- 26.3%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Satisfactory
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Structure Number: 70600280100001, Location: 3.67 MI. W OF INT LA389 (Lat: 30.746931, Lng: -93.609600), Route carried "on" structure: US 190, Year Built: 1981, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 2,900 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 1,740 (year 2036), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Equal 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: April 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70600280100001, Location: 3.67 MI. W OF INT LA389 (Lat: 30.746931, Lng: -93.609600), Route carried "on" structure: US 190, Year Built: 1981, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 2,900 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 1,740 (year 2036), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Equal 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: April 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70600280200761, Location: 2.77 MI. W OF INT LA389 (Lat: 30.744939, Lng: -93.595700), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,520 (year 2036), Design Load: HS 20, Features Intersected: SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.186, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280200761, Location: 2.77 MI. W OF INT LA389 (Lat: 30.744939, Lng: -93.595700), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,520 (year 2036), Design Load: HS 20, Features Intersected: SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.186, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280201661, Location: 1.87 MI. W OF INT LA389 (Lat: 30.747331, Lng: -93.581800), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,520 (year 2036), Design Load: HS 20, Features Intersected: SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.538, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280201661, Location: 1.87 MI. W OF INT LA389 (Lat: 30.747331, Lng: -93.581800), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,520 (year 2036), Design Load: HS 20, Features Intersected: SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.538, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280202161, Location: 1.37 MI. W OF INT LA389 (Lat: 30.749139, Lng: -93.571300), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 17.68m (58.01ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,520 (year 2036), Design Load: HS 20, Features Intersected: BLACK LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.561, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 49, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: September 2020, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70600280202161, Location: 1.37 MI. W OF INT LA389 (Lat: 30.749139, Lng: -93.571300), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 17.68m (58.01ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,520 (year 2036), Design Load: HS 20, Features Intersected: BLACK LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.561, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 49, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: September 2020, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70600280202721, Location: .81 MI. W OF INT LA389 (Lat: 30.750481, Lng: -93.563600), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.316, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280202721, Location: .81 MI. W OF INT LA389 (Lat: 30.750481, Lng: -93.563600), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.316, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280203271, Location: .26 MI. W OF INT LA389 (Lat: 30.752350, Lng: -93.555200), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.153, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280203271, Location: .26 MI. W OF INT LA389 (Lat: 30.752350, Lng: -93.555200), Route carried "on" structure: US 190, Year Built: 1971, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.153, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: 70600280204231, Location: .7 MI E OF INT LA389 (Lat: 30.762100, Lng: -93.542900), Route carried "on" structure: US 190, Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.771, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 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: 70600280204231, Location: .7 MI E OF INT LA389 (Lat: 30.762100, Lng: -93.542900), Route carried "on" structure: US 190, Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.771, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 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: 70600280206011, Location: 1.3 MI. E OF INT LA110 (Lat: 30.786650, Lng: -93.538000), Route carried "on" structure: US 190, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.630, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70600280206011, Location: 1.3 MI. E OF INT LA110 (Lat: 30.786650, Lng: -93.538000), Route carried "on" structure: US 190, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.630, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70600280206821, Location: 2.1 MI E OF INT LA110 (Lat: 30.797789, Lng: -93.533800), Route carried "on" structure: US 190, Year Built: 1967, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.931, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70600280206821, Location: 2.1 MI E OF INT LA110 (Lat: 30.797789, Lng: -93.533800), Route carried "on" structure: US 190, Year Built: 1967, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.931, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 28-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601870414321, Location: 3.7 MI. S OF INT US190 (Lat: 30.700111, Lng: -93.566681), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: JOHNSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.044, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601870414321, Location: 3.7 MI. S OF INT US190 (Lat: 30.700111, Lng: -93.566681), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: JOHNSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.044, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601870414971, Location: 3.15 MI. S OF INT US190 (Lat: 30.708200, Lng: -93.561800), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601870414971, Location: 3.15 MI. S OF INT US190 (Lat: 30.708200, Lng: -93.561800), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601870415271, Location: 2.85 MI. S OF INT US190 (Lat: 30.712511, Lng: -93.560700), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: PULLEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601870415271, Location: 2.85 MI. S OF INT US190 (Lat: 30.712511, Lng: -93.560700), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: PULLEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601870416171, Location: 1.95 MI. S OF INT US190 (Lat: 30.725350, Lng: -93.560400), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: HOOSIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601870416171, Location: 1.95 MI. S OF INT US190 (Lat: 30.725350, Lng: -93.560400), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 540 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 324 (year 2036), Design Load: H 15, Features Intersected: HOOSIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601870417191, Location: .95 MI. S OF INT US190 (Lat: 30.738681, Lng: -93.555439), Route carried "on" structure: State highway 389, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 798 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601870417191, Location: .95 MI. S OF INT US190 (Lat: 30.738681, Lng: -93.555439), Route carried "on" structure: State highway 389, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 798 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601870418091, Location: 0.05 MI. S OF US 190 (Lat: 30.750761, Lng: -93.551811), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 798 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601870418091, Location: 0.05 MI. S OF US 190 (Lat: 30.750761, Lng: -93.551811), Route carried "on" structure: State highway 389, Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 798 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601900100411, Location: .41 MI. E OF INT US190 (Lat: 30.757039, Lng: -93.539900), Route carried "on" structure: State highway 110, Year Built: 1974, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 2,210 (year 2036), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.176, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601900100411, Location: .41 MI. E OF INT US190 (Lat: 30.757039, Lng: -93.539900), Route carried "on" structure: State highway 110, Year Built: 1974, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 2,210 (year 2036), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.176, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601900100921, Location: .92 MI. E OF INT US190 (Lat: 30.754550, Lng: -93.540600), Route carried "on" structure: State highway 110, Year Built: 1968, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,260 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601900100921, Location: .92 MI. E OF INT US190 (Lat: 30.754550, Lng: -93.540600), Route carried "on" structure: State highway 110, Year Built: 1968, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,260 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601900103591, Location: 3.59 MI. E OF INT US190 (Lat: 30.727839, Lng: -93.512000), Route carried "on" structure: State highway 110, Year Built: 1959, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 816 (year 2036), Design Load: H 15, Features Intersected: HOOSIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601900103591, Location: 3.59 MI. E OF INT US190 (Lat: 30.727839, Lng: -93.512000), Route carried "on" structure: State highway 110, Year Built: 1959, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 816 (year 2036), Design Load: H 15, Features Intersected: HOOSIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70601900104871, Location: 4.87 MI. E OF INT US190 (Lat: 30.714950, Lng: -93.496800), Route carried "on" structure: State highway 110, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 816 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70601900104871, Location: 4.87 MI. E OF INT US190 (Lat: 30.714950, Lng: -93.496800), Route carried "on" structure: State highway 110, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,330 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 816 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place