Bridge Statistics for Lynn, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 4535,  Location: 3 MI E JCT SR 13 (Lat: 34.029883,  Lng: -87.556392),  Route carried "on" structure: County highway 1,  Year Built: 1953,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 200 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2032),  Design Load: H 15,  Features Intersected: BLACKWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $588,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $647,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 4856,  Location: 2 MI E JCT SR 5 (Lat: 34.052797,  Lng: -87.532075),  Route carried "on" structure: County highway 25,  Year Built: 1954,  Status: Posted for load,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 750 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2032),  Design Load: H 15,  Features Intersected: SPLUNGE CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 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 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),  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,021,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,123,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 6071,  Location: 1.5 MI W JCT CO RD 305 (Lat: 34.880542,  Lng: -86.472283),  Route carried "on" structure: County highway 453,  Year Built: 1957,  Status: Posted for load,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 1,513 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,815 (year 2041),  Design Load: H 15,  Features Intersected: MOUNTAIN FORK CREEK,  Facility Carried by Structure: O. PATTERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 10.02m (32.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,580,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $1,738,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 6339,  Location: 1 MI E JCT AL 5 (Lat: 34.090083,  Lng: -87.578528),  Route carried "on" structure: US 278,  Year Built: 1958,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,670 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,668 (year 2041),  Design Load: HS 20,  Features Intersected: Splunge Creek,  Facility Carried by Structure: AL-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.846,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $1,987,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 634,  Location: 2.5 MI E JCT SR 5 (Lat: 34.108694,  Lng: -87.564444),  Route carried "on" structure: US 278,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,670 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,668 (year 2041),  Design Load: HS 20,  Features Intersected: Meadow Creek,  Facility Carried by Structure: AL-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.356,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,417,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $1,559,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 6341,  Location: 4.9 MI E JCT SR 5 (Lat: 34.129472,  Lng: -87.533389),  Route carried "on" structure: US 278,  Year Built: 1958,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,080 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,646 (year 2041),  Design Load: HS 20,  Features Intersected: Little Creek,  Facility Carried by Structure: AL-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.283,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $929,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,022,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 10246,  Location: 1 MILL N DOGTOWN (Lat: 33.971306,  Lng: -87.572028),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Posted for load,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 160 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 224 (year 2032),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BONNER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 3.61m (11.84ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $372,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $409,000 ( Estimate for 2022),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 13327,  Location: 1MI N JCT CO RD 34 (Lat: 34.086206,  Lng: -87.567133),  Route carried "on" structure: County highway 49,  Year Built: 1984,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 1991),  Average Future Daily Traffic: 250 (year 2032),  Design Load: H 20,  Features Intersected: SPLUNGE CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $615,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $677,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 14665,  Location: 1 MI W JCT CO RD 59 (Lat: 34.022367,  Lng: -87.523225),  Route carried "on" structure: County highway 350,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10 (year 1999),  Average Future Daily Traffic: 30 (year 2032),  Design Load: HS 20,  Features Intersected: BLACKWATER CREEK,  Facility Carried by Structure: UNPAVED CO RD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $150,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 14875,  Location: 1 MI E CO RD 37 JCT (Lat: 34.083358,  Lng: -87.505289),  Route carried "on" structure: County highway 25,  Year Built: 1989,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 750 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2032),  Design Load: HS 20,  Features Intersected: BROWNS CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $640,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 1847,  Location: 2 MI N JCT CORD 25 (Lat: 34.074289,  Lng: -87.544028),  Route carried "on" structure: County highway 17,  Year Built: 2003,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 330 (year 2002),  Average Future Daily Traffic: 490 (year 2032),  Design Load: HS 20,  Features Intersected: SPLUNGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $1,145,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,260,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18822,  Location: CORD.360 (Lat: 34.079456,  Lng: -87.544894),  Route carried "on" structure: County highway 360,  Year Built: 2004,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 45 (year 2004),  Average Future Daily Traffic: 70 (year 2032),  Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $965,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,062,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 18825,  Location: ????????????????????????? (Lat: 34.045492,  Lng: -87.514250),  Route carried "on" structure: County highway 339,  Year Built: 2004,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 25 (year 2004),  Average Future Daily Traffic: 75 (year 2032),  Features Intersected: SPLUNGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.73m (8.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,023,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,125,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: DAPAMCANN0000H5,  Location: NEAR BLD 513 & ROOSEVELT (Lat: 33.641219,  Lng: -85.918869),  Route carried "on" structure: Other road ,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 540 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 560 (year 2043),  Features Intersected: STORM WATER RUN OFF,  Facility Carried by Structure: 3RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.9m (6.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $11,000 ( Estimate for 2021)