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


  • National Bridge Inventory (NBI) Statistics
  • 52Number of bridges
  • 522ft / 159mTotal length
  • $73,573,000Total costs
  • 388,937Total average daily traffic
  • 61,446Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cullman
  • No street view available for this location

New bridges in Cullman, AL - historical statistics
  • New bridges - historical statistics
  • 41910-1919
  • 21920-1929
  • 21930-1939
  • 41940-1949
  • 41950-1959
  • 151960-1969
  • 41970-1979
  • 61980-1989
  • 51990-1999
  • 22000-2009
  • 32010-2019
  • 12020-2022
Reconstructed bridges in Cullman, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 31980-1989
  • 21990-1999
Average Bridge Daily Traffic in Cullman, AL
Average Bridge Truck Traffic in Cullman, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Excellent
  • 3.1%Very good
  • 31.3%Good
  • 28.1%Satisfactory
  • 21.9%Fair
  • 3.1%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.4%Excellent
  • 6.3%Very good
  • 21.9%Good
  • 43.8%Satisfactory
  • 18.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 9.4%Excellent
  • 3.1%Very good
  • 28.1%Good
  • 37.5%Satisfactory
  • 18.8%Fair
  • 3.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 2.9%Excellent
  • 14.7%Very good
  • 20.6%Good
  • 50.0%Satisfactory
  • 8.8%Fair
  • 2.9%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 7.1%Excellent
  • 7.1%Very good
  • 28.6%Good
  • 50.0%Satisfactory
  • 7.1%Fair
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Structure Number: 18642,  Location: .7MI E JCT SR157*US278 (Lat: 34.182778,  Lng: -86.773664),  Route carried "on" structure: US 278,  Year Built: 1997,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 8,532 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,945 (year 2040),  Design Load: HS 20,  Features Intersected: BRINDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.255,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.13m (26.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,341,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $2,575,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18895,  Location: CR 1442 (Lat: 34.283744,  Lng: -86.828192),  Route carried "on" structure: County highway 1442,  Year Built: 2004,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 280 (year 2036),  Design Load: HS 20,  Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,128,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,241,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18912,  Location: Cr 1301 (Lat: 34.225336,  Lng: -86.850661),  Route carried "on" structure: County highway 1301,  Year Built: 2004,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 440 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 500 (year 2033),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,211,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,332,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19744,  Location: 1.1 MI E JCT US 31 (Lat: 34.193333,  Lng: -86.838333),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 5,400 (year 2022),  Average Future Daily Traffic: 8,000 (year 2042),  Design Load: HS 20,  Features Intersected: Bridge Creek,  Facility Carried by Structure: Co Rt 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $665,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $732,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20682,  Location: .5 EAST OF AL157/74 (Lat: 34.306972,  Lng: -87.293486),  Route carried "on" structure: US 278,  Year Built: 2019,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 11,568 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,195 (year 2040),  Design Load: HL 93,  Features Intersected: Brindle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.211,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,079,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $3,387,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21206,  Location: CR 483 (Lat: 34.112000,  Lng: -86.814822),  Route carried "on" structure: County highway 483,  Year Built: 2015,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 256 (year 2035),  Features Intersected: Loveless creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.617,  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: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $229,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21357,  Location: 0.1 Mi N Jct Larkwood (Lat: 34.190200,  Lng: -86.809200),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 900 (year 2040),  Design Load: HS 20,  Features Intersected: EIGHTMILE CREEK,  Facility Carried by Structure: Convent Rd NE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $754,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $829,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57,  Location: 0.1 MI E JCT US 31 (Lat: 34.141667,  Lng: -86.825000),  Route carried "under" structure: City street ,  Year Built: 1912,  Structure Length: 0. m,  Average Daily Traffic: 810 (year 1996),  Truck Traffic: 10%,  Features Intersected: L*N RR,  Facility Carried by Structure: L*N RR
Minimum Vertical Clearance: 3.10m (10.17ft),  Kilometerpoint: 0.010,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 65,  Location: 0.1 MI N JCT US 31 (Lat: 34.138333,  Lng: -86.823333),  Route carried "under" structure: City street ,  Year Built: 1912,  Structure Length: 0. m,  Average Daily Traffic: 870 (year 1996),  Truck Traffic: 1%,  Features Intersected: L*N RR,  Facility Carried by Structure: L*N RR
Minimum Vertical Clearance: 3.25m (10.66ft),  Kilometerpoint: 0.010,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 7092,  Location: JCT I-65 * US 278 (Lat: 34.170581,  Lng: -86.874875),  Route carried "under" structure: Interstate 65,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 46,822 (year 2018),  Truck Traffic: 26%,  Features Intersected: I-65,  Facility Carried by Structure: US 278; SR 74
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 494.788,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 7093,  Location: JCT I-65 * US 278 (Lat: 34.170361,  Lng: -86.874908),  Route carried "under" structure: Interstate 65,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 46,882 (year 2018),  Truck Traffic: 26%,  Features Intersected: I-65,  Facility Carried by Structure: US 278; SR 74
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 494.772,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 857,  Location: 1 MI N JCT US 278 * I65 (Lat: 34.189161,  Lng: -86.878361),  Route carried "under" structure: Interstate 65,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 45,118 (year 2020),  Truck Traffic: 26%,  Features Intersected: I65,  Facility Carried by Structure: CO RD 1169 MP308.8
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 496.867,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 15027,  Location: JCT I65 * SR 157 (Lat: 34.207439,  Lng: -86.878372),  Route carried "under" structure: Interstate 65,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 45,118 (year 2020),  Truck Traffic: 26%,  Features Intersected: I65,  Facility Carried by Structure: AL 157
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 499.003,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.0m (82.0ft)

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