Bridge Statistics for Minden, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 141930-1939
- 11940-1949
- 31950-1959
- 121960-1969
- 71970-1979
- 61980-1989
- 61990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 61980-1989
- 21990-1999
- Bridge Condition - Deck
- 9.4%Very good
- 6.3%Good
- 40.6%Satisfactory
- 25.0%Fair
- 9.4%Poor
- 9.4%Serious
- Bridge Condition - Superstructure
- 9.4%Very good
- 21.9%Good
- 28.1%Satisfactory
- 28.1%Fair
- 6.3%Poor
- 6.3%Serious
- Bridge Condition - Substructure
- 6.3%Very good
- 6.3%Good
- 25.0%Satisfactory
- 31.3%Fair
- 18.8%Poor
- 12.5%Serious
- Bridge Condition - Channel
- 6.3%Very good
- 16.7%Good
- 35.4%Satisfactory
- 33.3%Fair
- 8.3%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 54.2%Satisfactory
- 12.5%Fair
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Structure Number: 46000000000067, Location: 0.45 MI S OF LA 157 (Lat: 32.992969, Lng: -93.431411), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2039), Design Load: Greater than HL93, Features Intersected: LITTLE CROOKED CREEK, Facility Carried by Structure: PERCY BURNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: 42.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000000000067, Location: 0.45 MI S OF LA 157 (Lat: 32.992969, Lng: -93.431411), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2039), Design Load: Greater than HL93, Features Intersected: LITTLE CROOKED CREEK, Facility Carried by Structure: PERCY BURNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: 42.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46000000300932, Location: 4.2 MI E OF US 79 (Lat: 32.613611, Lng: -93.176619), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 263 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2036), Design Load: HS 20, Features Intersected: CROWS CREEK, Facility Carried by Structure: Old Arcadia Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 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: 34.0 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 46000000300932, Location: 4.2 MI E OF US 79 (Lat: 32.613611, Lng: -93.176619), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 263 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2036), Design Load: HS 20, Features Intersected: CROWS CREEK, Facility Carried by Structure: Old Arcadia Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 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: 34.0 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 46000010409571, Location: 2.57 MI EAST OF US 371 (Lat: 32.608611, Lng: -93.293400), Route carried "on" structure: US 80, Year Built: 1948, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,240 (year 2036), Design Load: H 15, Features Intersected: MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.356, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 35.0 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: 27.2 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $291,000, Total Project Cost: $436,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46000010409571, Location: 2.57 MI EAST OF US 371 (Lat: 32.608611, Lng: -93.293400), Route carried "on" structure: US 80, Year Built: 1948, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,240 (year 2036), Design Load: H 15, Features Intersected: MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.356, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 35.0 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: 27.2 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $291,000, Total Project Cost: $436,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46000010501791, Location: 1.79 MI EAST OF LA 159 (Lat: 32.606981, Lng: -93.269000), Route carried "on" structure: US 80, Year Built: 1954, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.831, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46000010501791, Location: 1.79 MI EAST OF LA 159 (Lat: 32.606981, Lng: -93.269000), Route carried "on" structure: US 80, Year Built: 1954, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.831, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46000010501911, Location: 1.91 MI EAST OF LA 159 (Lat: 32.606361, Lng: -93.267200), Route carried "on" structure: US 80, Year Built: 1954, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46000010501911, Location: 1.91 MI EAST OF LA 159 (Lat: 32.606361, Lng: -93.267200), Route carried "on" structure: US 80, Year Built: 1954, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46000270302261, Location: .2 MI SOUTH OF LA 531 (Lat: 32.442800, Lng: -93.280900), Route carried "on" structure: US 371, Year Built: 1935, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,500 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 2,640 (year 2036), Design Load: H 15, Features Intersected: TANYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.619, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.0m (36.1ft)
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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000270302261, Location: .2 MI SOUTH OF LA 531 (Lat: 32.442800, Lng: -93.280900), Route carried "on" structure: US 371, Year Built: 1935, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,500 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 2,640 (year 2036), Design Load: H 15, Features Intersected: TANYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.619, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.0m (36.1ft)
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 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: 46000270312311, Location: .8 MI SOUTH OF I-20 (Lat: 32.578789, Lng: -93.297000), Route carried "on" structure: US 371, Year Built: 1925, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: H 15, Features Intersected: SHERMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.644, 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: 10, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000270312311, Location: .8 MI SOUTH OF I-20 (Lat: 32.578789, Lng: -93.297000), Route carried "on" structure: US 371, Year Built: 1925, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: H 15, Features Intersected: SHERMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.644, 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: 10, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46000270312561, Location: .6 MI SOUTH OF I-20 (Lat: 32.582219, Lng: -93.297000), Route carried "on" structure: US 371, Year Built: 1925, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: H 15, Features Intersected: COOLEY BR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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 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: 46000270312561, Location: .6 MI SOUTH OF I-20 (Lat: 32.582219, Lng: -93.297000), Route carried "on" structure: US 371, Year Built: 1925, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: H 15, Features Intersected: COOLEY BR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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 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: 46000270312631, Location: .5 MI SOUTH OF I-20 (Lat: 32.583339, Lng: -93.297200), Route carried "on" structure: US 371, Year Built: 1925, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: H 15, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000270312631, Location: .5 MI SOUTH OF I-20 (Lat: 32.583339, Lng: -93.297200), Route carried "on" structure: US 371, Year Built: 1925, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: H 15, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46000270313111, Location: US 371 OVER I-20 (Lat: 32.589111, Lng: -93.293800), Route carried "on" structure: US 371, Year Built: 1985, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: HS 20, Features Intersected: LA 7 NBL OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.893, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Meets minimum limits, 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: 46000270313111, Location: US 371 OVER I-20 (Lat: 32.589111, Lng: -93.293800), Route carried "on" structure: US 371, Year Built: 1985, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: HS 20, Features Intersected: LA 7 NBL OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.893, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Meets minimum limits, 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: 46000270313112, Location: US 371 OVER I-20 (Lat: 32.589989, Lng: -93.293200), Route carried "on" structure: US 371, Year Built: 1985, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: HS 20, Features Intersected: LA 7 SBL OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 46000270313112, Location: US 371 OVER I-20 (Lat: 32.589989, Lng: -93.293200), Route carried "on" structure: US 371, Year Built: 1985, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: HS 20, Features Intersected: LA 7 SBL OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 46000270313241, Location: 3.6 MI N OF LA164 (Lat: 32.590881, Lng: -93.292300), Route carried "on" structure: US 371, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: HS 20, Features Intersected: KCS RR MINDEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.7 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: 35.3 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: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000270313241, Location: 3.6 MI N OF LA164 (Lat: 32.590881, Lng: -93.292300), Route carried "on" structure: US 371, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: HS 20, Features Intersected: KCS RR MINDEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.7 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: 35.3 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: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46000270313242, Location: 1.5 MI S OF US80 (Lat: 32.591369, Lng: -93.292100), Route carried "on" structure: US 371, Year Built: 1935, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: H 15, Features Intersected: KCS RR MINDEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, 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: 18.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $416,000, Total Project Cost: $624,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46000270313242, Location: 1.5 MI S OF US80 (Lat: 32.591369, Lng: -93.292100), Route carried "on" structure: US 371, Year Built: 1935, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,112 (year 2036), Design Load: H 15, Features Intersected: KCS RR MINDEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, 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: 18.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $416,000, Total Project Cost: $624,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46000270401231, Location: 1.23 MI EAST OF LA 159 (Lat: 32.621481, Lng: -93.268200), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 11,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,660 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $113,000, Total Project Cost: $169,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000270401231, Location: 1.23 MI EAST OF LA 159 (Lat: 32.621481, Lng: -93.268200), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 11,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,660 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $113,000, Total Project Cost: $169,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46000270401761, Location: 1.76M EAST OF LA 159 (Lat: 32.623289, Lng: -93.259300), Route carried "on" structure: US 79, Year Built: 1932, Year Reconstructed: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.350, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.2 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: 29.5 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: 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: 46000270401761, Location: 1.76M EAST OF LA 159 (Lat: 32.623289, Lng: -93.259300), Route carried "on" structure: US 79, Year Built: 1932, Year Reconstructed: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.350, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.2 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: 29.5 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: 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: 46000270401931, Location: 1.93M EAST OF LA 159 (Lat: 32.624000, Lng: -93.255000), Route carried "on" structure: US 79, Year Built: 1932, Year Reconstructed: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.936, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.0 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: 26.9 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: 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: 46000270401931, Location: 1.93M EAST OF LA 159 (Lat: 32.624000, Lng: -93.255000), Route carried "on" structure: US 79, Year Built: 1932, Year Reconstructed: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.936, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.0 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: 26.9 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: 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: 46000270402731, Location: 1.7 MI EAST OF LA 531 (Lat: 32.629781, Lng: -93.244900), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: COOLEY BR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.403, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, 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 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: 46000270402731, Location: 1.7 MI EAST OF LA 531 (Lat: 32.629781, Lng: -93.244900), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: COOLEY BR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.403, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, 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 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: 46000270402981, Location: 1.9 MI EAST OF LA 531 (Lat: 32.631661, Lng: -93.241111), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, 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: 46000270402981, Location: 1.9 MI EAST OF LA 531 (Lat: 32.631661, Lng: -93.241111), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, 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: 46000270404441, Location: .44 MI EAST OF LA 518 (Lat: 32.647219, Lng: -93.226000), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000270404441, Location: .44 MI EAST OF LA 518 (Lat: 32.647219, Lng: -93.226000), Route carried "on" structure: US 79, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 13,800 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,920 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46000830604951, Location: 1.7 MI EAST OF US 371 (Lat: 32.918539, Lng: -93.416400), Route carried "on" structure: State highway 2, Year Built: 1954, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,420 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 852 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, 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: 1.5m (4.9ft)
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: 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
Structure Number: 46000830604951, Location: 1.7 MI EAST OF US 371 (Lat: 32.918539, Lng: -93.416400), Route carried "on" structure: State highway 2, Year Built: 1954, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,420 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 852 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, 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: 1.5m (4.9ft)
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: 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
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Structure Number: 46000870101181, Location: 1.18 MI NORTH OF LA 79 (Lat: 32.634881, Lng: -93.284300), Route carried "on" structure: State highway 159, Year Built: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46000870101181, Location: 1.18 MI NORTH OF LA 79 (Lat: 32.634881, Lng: -93.284300), Route carried "on" structure: State highway 159, Year Built: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46000870104391, Location: 4.39 MI NORTH OF LA 79 (Lat: 32.678839, Lng: -93.272500), Route carried "on" structure: State highway 159, Year Built: 1970, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $262,000, Total Project Cost: $393,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46000870104391, Location: 4.39 MI NORTH OF LA 79 (Lat: 32.678839, Lng: -93.272500), Route carried "on" structure: State highway 159, Year Built: 1970, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $262,000, Total Project Cost: $393,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46001110103491, Location: 2.2 MI NORTH OF LA 792 (Lat: 32.478900, Lng: -93.241500), Route carried "on" structure: State highway 531, Year Built: 1967, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,660 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 996 (year 2036), Design Load: H 15, Features Intersected: PARMERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.415, 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: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Underwater Inspection Date: January 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $426,000, Total Project Cost: $639,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46001110103491, Location: 2.2 MI NORTH OF LA 792 (Lat: 32.478900, Lng: -93.241500), Route carried "on" structure: State highway 531, Year Built: 1967, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,660 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 996 (year 2036), Design Load: H 15, Features Intersected: PARMERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.415, 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: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Underwater Inspection Date: January 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $426,000, Total Project Cost: $639,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46001110203321, Location: LA 531 OVER I-20 (Lat: 32.580081, Lng: -93.248000), Route carried "on" structure: State highway 531, Year Built: 1960, Status: Posted for load, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.324, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Operating Rating: 17.8 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: 13.6 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: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $863,000, Total Project Cost: $1,294,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46001110203321, Location: LA 531 OVER I-20 (Lat: 32.580081, Lng: -93.248000), Route carried "on" structure: State highway 531, Year Built: 1960, Status: Posted for load, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.324, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Operating Rating: 17.8 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: 13.6 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: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $863,000, Total Project Cost: $1,294,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46001110205571, Location: 0.71 MI N OF US 80 (Lat: 32.612019, Lng: -93.249700), Route carried "on" structure: State highway 531, Year Built: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.892, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 52.1m (170.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 97.2 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: 74.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 46001110205571, Location: 0.71 MI N OF US 80 (Lat: 32.612019, Lng: -93.249700), Route carried "on" structure: State highway 531, Year Built: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.892, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 52.1m (170.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 97.2 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: 74.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 46001110206121, Location: 2.8 MI NORTH OF I-20 (Lat: 32.620000, Lng: -93.249700), Route carried "on" structure: State highway 531, Year Built: 1980, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.777, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 12.5m (41.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46001110206121, Location: 2.8 MI NORTH OF I-20 (Lat: 32.620000, Lng: -93.249700), Route carried "on" structure: State highway 531, Year Built: 1980, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.777, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 12.5m (41.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46004510307182, Location: 0.84M EAST OF LA 7 (Lat: 32.594319, Lng: -93.321200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 15,480 (year 2036), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.112, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum 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 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46004510307182, Location: 0.84M EAST OF LA 7 (Lat: 32.594319, Lng: -93.321200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 15,480 (year 2036), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.112, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum 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 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46004510307511, Location: 1.17M EAST OF LA 7 (Lat: 32.594261, Lng: -93.317300), Route carried "on" structure: Interstate 20, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 15,480 (year 2036), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.284, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46004510307511, Location: 1.17M EAST OF LA 7 (Lat: 32.594261, Lng: -93.317300), Route carried "on" structure: Interstate 20, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 15,480 (year 2036), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.284, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46004510307512, Location: 1.17M EAST OF LA 7 (Lat: 32.594489, Lng: -93.316500), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 15,480 (year 2036), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.675, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46004510307512, Location: 1.17M EAST OF LA 7 (Lat: 32.594489, Lng: -93.316500), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 15,480 (year 2036), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.675, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46004510308771, Location: 2.3 MI EAST OF LA 371 (Lat: 32.590439, Lng: -93.297900), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 44,200 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 25,800 (year 2036), Design Load: HS 20, Features Intersected: MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.164, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: 46004510308771, Location: 2.3 MI EAST OF LA 371 (Lat: 32.590439, Lng: -93.297900), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 44,200 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 25,800 (year 2036), Design Load: HS 20, Features Intersected: MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.164, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: 46004510309141, Location: 0.12M EAST OF LA 159 (Lat: 32.589131, Lng: -93.291900), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: KCS R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 46004510309141, Location: 0.12M EAST OF LA 159 (Lat: 32.589131, Lng: -93.291900), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: KCS R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 46004510309142, Location: 0.12M EAST OF LA 159 (Lat: 32.589219, Lng: -93.291200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: KCS R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.216, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 46004510309142, Location: 0.12M EAST OF LA 159 (Lat: 32.589219, Lng: -93.291200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: KCS R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.216, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 46004510309145, Location: 0.12M EAST OF LA 159 (Lat: 32.589019, Lng: -93.291900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1960, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,940 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 2,310 (year 2036), Design Load: HS 20, Features Intersected: L & A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: 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
Structure Number: 46004510309145, Location: 0.12M EAST OF LA 159 (Lat: 32.589019, Lng: -93.291900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1960, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,940 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 2,310 (year 2036), Design Load: HS 20, Features Intersected: L & A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: 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
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Structure Number: 46004510309431, Location: 0.41M E OF LA 7 @ MINDEN (Lat: 32.587919, Lng: -93.285800), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.339, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46004510309431, Location: 0.41M E OF LA 7 @ MINDEN (Lat: 32.587919, Lng: -93.285800), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.339, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46004510309432, Location: 0.41M EAST OF LA 7/MINDEN (Lat: 32.588011, Lng: -93.284600), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.588, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46004510309432, Location: 0.41M EAST OF LA 7/MINDEN (Lat: 32.588011, Lng: -93.284600), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,700 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 13,860 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.588, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-03-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46032303931691, Location: 2.5 MI NE OF HWY 7 (Lat: 32.505531, Lng: -93.281789), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 363 (year 2020), Average Future Daily Traffic: 150 (year 2036), Design Load: H 10, Features Intersected: PARMERS CREEK, Facility Carried by Structure: Burson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $245,000, Total Project Cost: $367,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 46032303931691, Location: 2.5 MI NE OF HWY 7 (Lat: 32.505531, Lng: -93.281789), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 363 (year 2020), Average Future Daily Traffic: 150 (year 2036), Design Load: H 10, Features Intersected: PARMERS CREEK, Facility Carried by Structure: Burson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $245,000, Total Project Cost: $367,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 46032350931411, Location: 1.5 MI N OF HWY 79 (Lat: 32.666481, Lng: -93.234600), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 110 (year 2020), Average Future Daily Traffic: 54 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH, Facility Carried by Structure: Miller Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.2 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: 29.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 46032350931411, Location: 1.5 MI N OF HWY 79 (Lat: 32.666481, Lng: -93.234600), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 110 (year 2020), Average Future Daily Traffic: 54 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH, Facility Carried by Structure: Miller Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.2 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: 29.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 46032350931631, Location: 2.34 MI SE OF LA 7 (Lat: 32.583561, Lng: -93.255089), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 68 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: Industrial Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.7m (58.1ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46032350931631, Location: 2.34 MI SE OF LA 7 (Lat: 32.583561, Lng: -93.255089), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 68 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: Industrial Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.7m (58.1ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46032350931641, Location: 2.09 MI SE OF LA 7 (Lat: 32.584419, Lng: -93.259269), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 68 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Industrial Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Good, 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: Better than 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46032350931641, Location: 2.09 MI SE OF LA 7 (Lat: 32.584419, Lng: -93.259269), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 68 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Industrial Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Good, 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: Better than 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46032351931751, Location: 0.4M EAST OF LA 7 (Lat: 32.585689, Lng: -93.291119), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,294 (year 2020), Average Future Daily Traffic: 672 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH, Facility Carried by Structure: Penal Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.2 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: 40.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46032351931751, Location: 0.4M EAST OF LA 7 (Lat: 32.585689, Lng: -93.291119), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,294 (year 2020), Average Future Daily Traffic: 672 (year 2036), Design Load: HS 20, Features Intersected: COOLEY BRANCH, Facility Carried by Structure: Penal Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.2 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: 40.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place