Bridge Statistics for Dubberly, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 207ft / 63.5mTotal length
- $3,592,000Total costs
- 220,512Total average daily traffic
- 40,935Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dubberly
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 61960-1969
- 51970-1979
- 11980-1989
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 14.3%Very good
- 14.3%Good
- 42.9%Satisfactory
- 14.3%Fair
- 14.3%Serious
- Bridge Condition - Superstructure
- 14.3%Very good
- 50.0%Satisfactory
- 14.3%Fair
- 7.1%Poor
- 14.3%Serious
- Bridge Condition - Substructure
- 7.1%Very good
- 7.1%Good
- 7.1%Satisfactory
- 57.1%Fair
- 7.1%Poor
- 14.3%Serious
- Bridge Condition - Channel
- 30.8%Very good
- 15.4%Good
- 38.5%Satisfactory
- 15.4%Fair
Find on map >> Show street view
Structure Number: 40700010600001, Location: 1.98 MI NORTH OF I-20 (Lat: 32.581661, Lng: -93.177289), Route carried "on" structure: US 80, Year Built: 1954, Status: Posted for load, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 1,320 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 2,312 (year 2036), Design Load: HS 20, Features Intersected: CROWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Fair, Operating Rating: 21.7 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: 16.8 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Underwater Inspection Date: January 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $600,000, Total Project Cost: $900,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40700010600001, Location: 1.98 MI NORTH OF I-20 (Lat: 32.581661, Lng: -93.177289), Route carried "on" structure: US 80, Year Built: 1954, Status: Posted for load, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 1,320 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 2,312 (year 2036), Design Load: HS 20, Features Intersected: CROWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Fair, Operating Rating: 21.7 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: 16.8 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Underwater Inspection Date: January 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $600,000, Total Project Cost: $900,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 40704510400001, Location: .01 MI EAST WEBSTER/BIENV (Lat: 32.565481, Lng: -93.175200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: BLACK LAKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-1, 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: 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: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40704510400001, Location: .01 MI EAST WEBSTER/BIENV (Lat: 32.565481, Lng: -93.175200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: BLACK LAKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-1, 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: 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: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 40704510400002, Location: .01 MI EAST WEBSTER/BIENV (Lat: 32.565639, Lng: -93.174561), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: BLACK LAKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.872, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-2, 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: 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: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: April 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40704510400002, Location: .01 MI EAST WEBSTER/BIENV (Lat: 32.565639, Lng: -93.174561), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: BLACK LAKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.872, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-2, 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: 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: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: April 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 40704510400301, Location: 0.30M EAST WEBSTER PH (Lat: 32.564689, Lng: -93.170200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: CROWS CR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.473, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-1, 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: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40704510400301, Location: 0.30M EAST WEBSTER PH (Lat: 32.564689, Lng: -93.170200), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: CROWS CR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.473, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-1, 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: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 40704510400302, Location: 0.30M EAST OF WEBSTER PH (Lat: 32.564850, Lng: -93.169600), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: CROWS CR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.401, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-2, 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: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40704510400302, Location: 0.30M EAST OF WEBSTER PH (Lat: 32.564850, Lng: -93.169600), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 19,150 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 37,332 (year 2036), Design Load: HS 20, Features Intersected: CROWS CR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.401, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-04-2, 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: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 46000000000139, Location: 3.8 MI NE OF LA 531 (Lat: 32.570561, Lng: -93.203989), Route carried "on" structure: State highway 532, Year Built: 2021, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 1,550 (year 2039), Design Load: Greater than HL93, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 860-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.6 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: 40.5 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 desirable criteria, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46000000000139, Location: 3.8 MI NE OF LA 531 (Lat: 32.570561, Lng: -93.203989), Route carried "on" structure: State highway 532, Year Built: 2021, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 1,550 (year 2039), Design Load: Greater than HL93, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 860-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.6 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: 40.5 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 desirable criteria, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 46001110107851, Location: 6.6 MI NORTH OF LA 792 (Lat: 32.534561, Lng: -93.241400), Route carried "on" structure: State highway 531, Year Built: 1970, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,660 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 996 (year 2036), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46001110107851, Location: 6.6 MI NORTH OF LA 792 (Lat: 32.534561, Lng: -93.241400), Route carried "on" structure: State highway 531, Year Built: 1970, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,660 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 996 (year 2036), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 46001110201661, Location: 1.66 MI NORTH OF LA 532 (Lat: 32.556031, Lng: -93.250000), Route carried "on" structure: State highway 531, Year Built: 1966, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: H 15, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.601, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 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: 46001110201661, Location: 1.66 MI NORTH OF LA 532 (Lat: 32.556031, Lng: -93.250000), Route carried "on" structure: State highway 531, Year Built: 1966, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 6,540 (year 2036), Design Load: H 15, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.601, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 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
Find on map >> Show street view
Structure Number: 46004510312901, Location: 3.86 MI E OF LA 7 (Lat: 32.575811, Lng: -93.227500), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,900 (year 2015), Average Future Daily Traffic: 1,740 (year 2036), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: JACK MARTIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.938, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.6 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $936,000, Total Project Cost: $1,404,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46004510312901, Location: 3.86 MI E OF LA 7 (Lat: 32.575811, Lng: -93.227500), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,900 (year 2015), Average Future Daily Traffic: 1,740 (year 2036), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: JACK MARTIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.938, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.6 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $936,000, Total Project Cost: $1,404,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 46004510313271, Location: 4.16 MI EAST OF LA 159 (Lat: 32.574550, Lng: -93.220700), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 29,300 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 17,400 (year 2036), Design Load: HS 20, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.356, Lanes on structure: 4, 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: 3, Length of Maximum Span: 2.7m (8.9ft)
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, 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: 46004510313271, Location: 4.16 MI EAST OF LA 159 (Lat: 32.574550, Lng: -93.220700), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 29,300 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 17,400 (year 2036), Design Load: HS 20, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.356, Lanes on structure: 4, 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: 3, Length of Maximum Span: 2.7m (8.9ft)
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, 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
Find on map >> Show street view
Structure Number: 46032309931011, Location: 3.5 MI SE OF HWY 532 (Lat: 32.515539, Lng: -93.184519), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 87 (year 2020), Average Future Daily Traffic: 36 (year 2036), Design Load: H 20, Features Intersected: BLACK BOTTOM BRANCH, Facility Carried by Structure: Harvey's Barb Shop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 46032309931011, Location: 3.5 MI SE OF HWY 532 (Lat: 32.515539, Lng: -93.184519), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 87 (year 2020), Average Future Daily Traffic: 36 (year 2036), Design Load: H 20, Features Intersected: BLACK BOTTOM BRANCH, Facility Carried by Structure: Harvey's Barb Shop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 46032318931521, Location: 0.8 MI SW OF HWY 531 (Lat: 32.529789, Lng: -93.253539), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 928 (year 2020), Average Future Daily Traffic: 384 (year 2036), Design Load: H 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: Nursery Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), 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: $225,000, Total Project Cost: $337,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 46032318931521, Location: 0.8 MI SW OF HWY 531 (Lat: 32.529789, Lng: -93.253539), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 928 (year 2020), Average Future Daily Traffic: 384 (year 2036), Design Load: H 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: Nursery Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), 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: $225,000, Total Project Cost: $337,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 46032326931091, Location: 3 MI SE OF HWY 532 (Lat: 32.543139, Lng: -93.182239), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: H 10, Features Intersected: CROWS CREEK, Facility Carried by Structure: Peachtree Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.62m (5.31ft), 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: $96,000, Total Project Cost: $144,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 46032326931091, Location: 3 MI SE OF HWY 532 (Lat: 32.543139, Lng: -93.182239), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: H 10, Features Intersected: CROWS CREEK, Facility Carried by Structure: Peachtree Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.62m (5.31ft), 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: $96,000, Total Project Cost: $144,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 46032335931481, Location: 0.2 MI E OF HWY 531 (Lat: 32.559211, Lng: -93.246700), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 276 (year 2020), Average Future Daily Traffic: 114 (year 2036), Design Load: H 10, Features Intersected: TRIB TO BRUSH CREEK, Facility Carried by Structure: Shadows Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), 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: $112,000, Total Project Cost: $168,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 46032335931481, Location: 0.2 MI E OF HWY 531 (Lat: 32.559211, Lng: -93.246700), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 276 (year 2020), Average Future Daily Traffic: 114 (year 2036), Design Load: H 10, Features Intersected: TRIB TO BRUSH CREEK, Facility Carried by Structure: Shadows Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), 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: $112,000, Total Project Cost: $168,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 46032338931331, Location: 1.6 MI N OF HWY 532 (Lat: 32.564269, Lng: -93.222269), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 293 (year 2020), Average Future Daily Traffic: 150 (year 2036), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: Jack Martin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 Precast Panels
Structure Number: 46032338931331, Location: 1.6 MI N OF HWY 532 (Lat: 32.564269, Lng: -93.222269), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 293 (year 2020), Average Future Daily Traffic: 150 (year 2036), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: Jack Martin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 Precast Panels
Find on map >> Show street view
Structure Number: 46000000000139, Location: 2.7 MI E OF LA 531 (Lat: 32.570831, Lng: -93.203950), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 18,452 (year 2020), Features Intersected: I-20 EB UNDER LA 532 SB
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 23.250, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 0.0m
Structure Number: 46000000000139, Location: 2.7 MI E OF LA 531 (Lat: 32.570831, Lng: -93.203950), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 18,452 (year 2020), Features Intersected: I-20 EB UNDER LA 532 SB
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 23.250, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 46000000000139, Location: 2.7 MI W OF US 80 (Lat: 32.571061, Lng: -93.203811), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 18,452 (year 2020), Features Intersected: I-20 WB UNDER LA 532 NB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 2.757, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 0.0m
Structure Number: 46000000000139, Location: 2.7 MI W OF US 80 (Lat: 32.571061, Lng: -93.203811), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 18,452 (year 2020), Features Intersected: I-20 WB UNDER LA 532 NB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 2.757, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 46004510312901, Location: I20 EB under J. Martin (Lat: 32.576131, Lng: -93.227731), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,000 (year 2016), Features Intersected: I20 East at J. Martin Rd
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 20.941, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 46004510312901, Location: I20 EB under J. Martin (Lat: 32.576131, Lng: -93.227731), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,000 (year 2016), Features Intersected: I20 East at J. Martin Rd
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 20.941, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 46004510312901, Location: I20 West under J. Martin (Lat: 32.576389, Lng: -93.227711), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,000 (year 2016), Features Intersected: I20 West at Jack Martin
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 5.077, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 46004510312901, Location: I20 West under J. Martin (Lat: 32.576389, Lng: -93.227711), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,000 (year 2016), Features Intersected: I20 West at Jack Martin
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 5.077, Lanes on structure: 2, Length of Maximum Span: 0.0m