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Bridge Statistics for Clinton, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Clinton, LA, Louisiana, Louisiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 69 meters (226ft) Total costs: $418,000 Total average daily traffic: 41,040 Total average daily truck traffic: 1,328 Total future (year 2028) average daily traffic: 69,768 National Bridge Inventory (NBI) Registered Bridges for Clinton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 611900600311701, Location: 61190600311701 (Lat: 30.853417, Lng: -91.007600), Route carried "on" structure: State highway 67, Year Built: 1976, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,300 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 14,110 (year 2028), Design Load: HS 20, Features Intersected: CANY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.825, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611900610511801, Location: 1.77 MILES W OF JCT LA 67 (Lat: 30.858883, Lng: -91.042017), Route carried "on" structure: State highway 10, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,300 (year 2007), Average Future Daily Traffic: 9,010 (year 2028), Design Load: HS 20, Features Intersected: COMITE RIVER RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.986, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611900610511901, Location: 1.67 MILES W OF JCT LA 67 (Lat: 30.859033, Lng: -91.040117), Route carried "on" structure: State highway 10, Year Built: 2005, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 5,300 (year 2007), Average Future Daily Traffic: 9,010 (year 2028), Design Load: HS 20, Features Intersected: COMITE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.179, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611900610512041, Location: 1.5 MILES W OF JCT LA 67 (Lat: 30.859500, Lng: -91.038267), Route carried "on" structure: State highway 10, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,300 (year 2007), Average Future Daily Traffic: 9,010 (year 2028), Design Load: HS 20, Features Intersected: COMITE RIVER RELIEF #1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611900610512381, Location: 1.19 MI WEST JCT LA 67 (Lat: 30.861550, Lng: -91.033200), Route carried "on" structure: State highway 10, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,300 (year 2007), Average Future Daily Traffic: 9,010 (year 2028), Design Load: HS 20, Features Intersected: COMITE RIVER RELIEF #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.919, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611900610512891, Location: 0.68 MILES WEST JCT LA 67 (Lat: 30.865617, Lng: -91.026033), Route carried "on" structure: State highway 10, Year Built: 2005, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 5,300 (year 2007), Average Future Daily Traffic: 9,010 (year 2028), Design Load: HS 20, Features Intersected: PRETTY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.740, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611930475905751, Location: 4.8 MI. SE-LA67, LA63 JCT (Lat: 30.791667, Lng: -90.790000), Route carried "on" structure: County highway , Year Built: 2006, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 40 (year 1974), Average Future Daily Traffic: 68 (year 2028), Design Load: H 20, Features Intersected: SANDY CREEK BRIDGE, Facility Carried by Structure: LOCAL ROAD 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Open Grating Find on map >>
Structure Number: 611930476905531, Location: 3.3 MILES NORTHWEST JCT L (Lat: 30.793333, Lng: -90.921667), Route carried "on" structure: County highway , Year Built: 2006, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 1974), Average Future Daily Traffic: 85 (year 2028), Design Load: H 20, Features Intersected: MCQUNNEY BAYOU, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: October 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 611930486910231, Location: 1 MILE E. OF LA 955 & OVE (Lat: 30.809483, Lng: -91.041200), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 100 (year 2008), Average Future Daily Traffic: 170 (year 2028), Design Load: HS 20, Features Intersected: COMITE RIVER, Facility Carried by Structure: LOCAL ROAD 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), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611930510910121, Location: CLINTON (Lat: 30.850000, Lng: -91.020000), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 110 (year 1974), Average Future Daily Traffic: 187 (year 2028), Design Load: H 10, Features Intersected: LEWIS CREEK, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $10,000, Total Project Cost: $163,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 611930515910121, Location: 0.4 MILES WEST OF LA 37 O (Lat: 30.858450, Lng: -91.020117), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,980 (year 2005), Average Future Daily Traffic: 8,466 (year 2028), Design Load: HS 20, Features Intersected: SCHOOL HOUSE B., Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Serious, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $7,000, Total Project Cost: $108,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 611930520910131, Location: 1 MI. W. OF LA 67 ON CLIN (Lat: 30.867317, Lng: -91.023083), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 300 (year 2006), Average Future Daily Traffic: 510 (year 2028), Design Load: HS 20, Features Intersected: DRAIN CREEK, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, 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: 0.7m (2.3ft), Out-to-Out Width: 0.8m (2.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611930521910151, Location: .45 MI. W OF LA 67 (Lat: 30.868333, Lng: -91.025000), Route carried "on" structure: County highway , Year Built: 2006, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 130 (year 1974), Average Future Daily Traffic: 221 (year 2028), Design Load: H 20, Features Intersected: PRETTY CREEK, Facility Carried by Structure: LOCAL ROAD 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: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Open Grating Find on map >>
Structure Number: 611930522910071, Location: CHURCH STR. CLINTON, (Lat: 30.870000, Lng: -91.011667), Route carried "on" structure: County highway , Year Built: 1975, Status: Closed, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 170 (year 2028), Design Load: H 10, Features Intersected: DRAINAGE CREEK, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $9,000, Total Project Cost: $147,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 611930523910121, Location: SPRING CTR., CLINTON (Lat: 30.871667, Lng: -91.020000), Route carried "on" structure: County highway , Year Built: 1976, Status: Closed, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 170 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE CREEK, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 611930528905271, Location: 8.4 MI. E. CLINTON (Lat: 30.868889, Lng: -90.868611), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 170 (year 2028), Design Load: HS 20, Features Intersected: COLLINS CREEK, Facility Carried by Structure: LOCAL ROAD 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: 8.2m (26.9ft), 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: 7.0m (23.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 611930535905411, Location: 7.2 MI. NE, CLINTON (Lat: 30.891667, Lng: -90.901667), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 30 (year 1974), Average Future Daily Traffic: 51 (year 2028), Design Load: H 20, Features Intersected: COLLINS CREEK, Facility Carried by Structure: LOCAL ROAD 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: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 611930543910451, Location: 0.7 MI. N CLINT-WILSON RD (Lat: 30.905000, Lng: -91.075000), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 1.10m (3.61ft), Design Load: H 15, Features Intersected: PALMERS BRANCH, Facility Carried by Structure: LOCAL ROAD 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: 5.5m (18.0ft), 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: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 611930560910181, Location: 4.8 MI N OF CLINTON (Lat: 30.933333, Lng: -91.133611), Route carried "on" structure: County highway , Year Built: 2003, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 80 (year 1974), Average Future Daily Traffic: 136 (year 2028), Design Load: H 20, Features Intersected: OPOSSUM BAYOU, Facility Carried by Structure: LOCAL ROAD 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: 5.5m (18.0ft), 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: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 611930572905871, Location: 2.5 MI. W. LA 67, LA 432 (Lat: 30.953333, Lng: -90.963333), Route carried "on" structure: County highway , Year Built: 2006, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 120 (year 1974), Average Future Daily Traffic: 204 (year 2028), Design Load: H 20, Features Intersected: PRETTY CREEK, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Discuss this city on our hugely popular Louisiana forum Back to: Clinton, LA, Louisiana, All US cities.
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