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

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Structure Number: 1485,  Location: 3.5 MI N JCT US431 * SR79 (Lat: 34.467014,  Lng: -86.228411),  Route carried "on" structure: State highway 79,  Year Built: 1936,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,397 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,556 (year 2039),  Design Load: H 15,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.767,  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: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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: December 2020,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $305,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1486,  Location: 9.5 MI N JCT US431 * SR79 (Lat: 34.532733,  Lng: -86.164272),  Route carried "on" structure: Bypass State highway 79,  Year Built: 1936,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,716 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,203 (year 2039),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.328,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Masonry,  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: 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,  Waterway Adequacy: Equal to present minimum 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: December 2020,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $296,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4029,  Location: 18351 FT W JCT 1686 (Lat: 34.566997,  Lng: -86.251331),  Route carried "on" structure: County highway 10,  Year Built: 1951,  Year Reconstructed: 2020,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 200 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: H 15,  Features Intersected: LITTLE PAINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $372,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $409,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 419,  Location: 429 FT W JCT 1005 (Lat: 34.462628,  Lng: -86.277642),  Route carried "on" structure: County highway 479,  Year Built: 1951,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 150 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 225 (year 2042),  Design Load: H 10,  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY HIGHWAY147
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  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: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $441,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 11789,  Location: 400 FT NORTH US 431 (Lat: 34.457858,  Lng: -86.281819),  Route carried "on" structure: County highway 5,  Year Built: 1977,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 4,000 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2042),  Design Load: HS 20,  Features Intersected: HONEYCOMB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.4m (34.1ft),  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,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $3,245,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $3,570,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15132,  Location: 330 FT S JCT 1005 (Lat: 34.552375,  Lng: -86.255164),  Route carried "on" structure: County highway 5,  Year Built: 1990,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 30 (year 1994),  Average Future Daily Traffic: 45 (year 2042),  Design Load: H 10,  Features Intersected: LITTLE PAINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.27m (4.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $275,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 16635,  Location: 500FT S CO RD 1005A (Lat: 34.547225,  Lng: -86.259864),  Route carried "on" structure: County highway 5,  Year Built: 1975,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,000 (year 1996),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2042),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,334,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,467,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 17115,  Location: .3 MI. EAST CATH.CAV. RD. (Lat: 34.560478,  Lng: -86.249381),  Route carried "on" structure: State lands road 1,  Year Built: 1998,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 200 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.533,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,586,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $2,845,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17259,  Location: 3.9MI.NJCT.SR79*US431 (Lat: 34.457667,  Lng: -86.300250),  Route carried "on" structure: US 431,  Year Built: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,745 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,643 (year 2038),  Design Load: HS 20,  Features Intersected: HONEYCOMB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 492.321,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum 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 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $3,360,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $3,696,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17918,  Location: .4 MI. EAST CATH. CAV. RD (Lat: 34.563797,  Lng: -86.233872),  Route carried "on" structure: County highway 1682,  Year Built: 1998,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 150 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.0m

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.33m (4.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $186,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place