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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 190ft / 57.7mTotal length
  • $16,153,000Total costs
  • 21,843Total average daily traffic
  • 3,108Total average daily truck traffic
  • 27,305Total future (year 2031) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Parrish
  • No street view available for this location

New bridges in Parrish, AL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 31940-1949
  • 31950-1959
  • 21960-1969
  • 21970-1979
  • 11990-1999
Average Bridge Daily Traffic in Parrish, AL
Average Bridge Truck Traffic in Parrish, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.1%Very good
  • 9.1%Good
  • 45.5%Satisfactory
  • 27.3%Fair
  • 9.1%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.1%Very good
  • 9.1%Good
  • 45.5%Satisfactory
  • 36.4%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 9.1%Very good
  • 9.1%Good
  • 54.5%Satisfactory
  • 18.2%Fair
  • 9.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 11.1%Very good
  • 11.1%Good
  • 66.7%Satisfactory
  • 11.1%Fair
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Structure Number: 946,  Location: OLD JVILLE HWY (Lat: 33.753939,  Lng: -85.787828),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 617 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 899 (year 2040),  Features Intersected: CREEK,  Facility Carried by Structure: OLD JVILLE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $594,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2217,  Location: 2 MILES EAST HWY269 (Lat: 33.750000,  Lng: -87.250000),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 700 (year 1991),  Truck Traffic: 20%,  Average Future Daily Traffic: 980 (year 2032),  Features Intersected: STANDARD BRANCH,  Facility Carried by Structure: OLD PARRISH/CORODV
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: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $281,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2218,  Location: 1MILE E HWY 269 (Lat: 33.733333,  Lng: -87.266667),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 500 (year 1991),  Truck Traffic: 30%,  Average Future Daily Traffic: 700 (year 2032),  Features Intersected: SOUTHERN RR,  Facility Carried by Structure: AMERICA JUNCTION R
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: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $347,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2351,  Location: CITY OF PARRISH (Lat: 33.726500,  Lng: -87.289000),  Route carried "on" structure: Alternate City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1 (year 2014),  Average Future Daily Traffic: 2 (year 2034),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: BANK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  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: 2.08m (6.82ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $385,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $424,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5675,  Location: 0.7 MI SO PARRISH CTY (Lat: 33.723794,  Lng: -87.268622),  Route carried "on" structure: State highway 269,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,770 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,380 (year 2041),  Design Load: HS 15,  Features Intersected: Bryants Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.525,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $937,000 ( Estimate for 2022)
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Structure Number: 6063,  Location: AL 269 * SOU RR (Lat: 33.718786,  Lng: -87.268850),  Route carried "on" structure: State highway 269,  Year Built: 1957,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 2,770 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,380 (year 2041),  Design Load: H 15,  Features Intersected: NS Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.977,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $835,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $919,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6064,  Location: PARRISH (Lat: 33.735586,  Lng: -87.266239),  Route carried "on" structure: State highway 269,  Year Built: 1957,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,270 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,210 (year 2039),  Design Load: H 15,  Features Intersected: NS Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.899,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $910,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,001,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7598,  Location: 3 MILES S PARRISH (Lat: 33.685111,  Lng: -87.290528),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 625 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 875 (year 2033),  Design Load: H 15,  Features Intersected: LOST CREEK,  Facility Carried by Structure: PLEASANTFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 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: Superior to present desirable 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: 9.26m (30.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Underwater Inspection Date: March 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $1,460,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,606,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 946,  Location: AL 269 * CANE CK (Lat: 33.798014,  Lng: -87.275108),  Route carried "on" structure: State highway 269,  Year Built: 1969,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 6,380 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,785 (year 2041),  Design Load: HS 20,  Features Intersected: NS Railroad,  Facility Carried by Structure: AL-69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.925,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.55m (47.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,093,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $3,402,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11168,  Location: 2 MILES W PARRISH (Lat: 33.741667,  Lng: -87.327361),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Closed,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 210 (year 1995),  Truck Traffic: 1%,  Average Future Daily Traffic: 294 (year 2031),  Design Load: H 15,  Features Intersected: LOST CREEK,  Facility Carried by Structure: BROWNS BRIDGE RD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: March 2018,  Other Special Inspection Date: December 2019,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $859,000 ( Estimate for 2022),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 14436,  Location: 8 MILES S HWY 269 (Lat: 33.700000,  Lng: -87.300000),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 1991),  Average Future Daily Traffic: 300 (year 2032),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: BRUNER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.8 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: High priority of corrective action,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $239,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16481,  Location: PARRISH (Lat: 33.740000,  Lng: -87.291667),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 15.21m (49.90ft),  Average Daily Traffic: 2,900 (year 1995),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,500 (year 2033),  Design Load: HS 20,  Features Intersected: INDIAN CREEK/SO RR,  Facility Carried by Structure: NEW OAKMAN HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.98m (52.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,040,000,  Roadway Improvement Cost: $504,000,  Total Project Cost: $5,544,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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