Bridge Statistics for Duluth, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1350022,  Location: 1 MI SE OF DULUTH (Lat: 33.984797,  Lng: -84.127650),  Route carried "on" structure: State highway 120,  Year Built: 1939,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 14,900 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,350 (year 2032),  Design Load: H 15,  Features Intersected: KNOX BRANCH,  Facility Carried by Structure: DULUTH HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 1350023,  Location: 1.5 MI E OF DULUTH (Lat: 33.978689,  Lng: -84.109497),  Route carried "on" structure: State highway 120,  Year Built: 1938,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 20,360 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,540 (year 2032),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: DULUTH HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 42.58m (139.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $440,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1350038,  Location: 7.2 MI W OF LAWRENCEVILLE (Lat: 33.963558,  Lng: -84.089917),  Route carried "on" structure: State highway 316,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 87,580 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 131,370 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $341,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $511,000

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Structure Number: 1350052,  Location: 3.5 MI SE OF DULUTH (Lat: 33.962811,  Lng: -84.104475),  Route carried "on" structure: Interstate 85,  Year Built: 1958,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 146,900 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 220,350 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.590,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,404,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,106,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350053,  Location: 3.5 MI SE OF DULUTH (Lat: 33.963389,  Lng: -84.105189),  Route carried "on" structure: Interstate 85,  Year Built: 1958,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 146,900 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 220,350 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.590,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,242,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,863,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1350073,  Location: 3.3 MI S OF DULUTH (Lat: 33.952247,  Lng: -84.129975),  Route carried "on" structure: County highway 2343,  Year Built: 1958,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 48,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,155 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 8,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,184,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $3,276,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350102,  Location: 1 MI N OF DULUTH (Lat: 34.032858,  Lng: -84.107150),  Route carried "on" structure: County highway 2947,  Year Built: 1982,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 33,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,430 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: P'TREE IND N/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,641,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350107,  Location: 3.8 MI S OF DULUTH (Lat: 33.948486,  Lng: -84.137719),  Route carried "on" structure: County highway 557,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 38,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 57,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: STEVE REYNOLDS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,902,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,854,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355108,  Location: 2.3 MI SE OF DULUTH (Lat: 33.964989,  Lng: -84.107858),  Route carried "on" structure: County highway 2001,  Year Built: 1983,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 34,100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,150 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: SATELLITE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $426,000

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Structure Number: 1355109,  Location: 2.4 MI SE OF DULUTH (Lat: 33.966342,  Lng: -84.104508),  Route carried "on" structure: County highway 2001,  Year Built: 1983,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 34,100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,150 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SINGLETON CREEK,  Facility Carried by Structure: SATELLITE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $341,000

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Structure Number: 1355125,  Location: 2 MI SE OF DULUTH (Lat: 33.974247,  Lng: -84.129400),  Route carried "on" structure: County highway 588,  Year Built: 1960,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK (LAKE),  Facility Carried by Structure: CARDINAL LAKE DR.
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: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 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 replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1355129,  Location: 1.5 MI SE OF DULUTH (Lat: 33.985239,  Lng: -84.137600),  Route carried "on" structure: County highway 1876,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK (LAKE),  Facility Carried by Structure: BRISTOL DRIVE
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: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1355173,  Location: 3 MI N OF DULUTH (Lat: 33.987628,  Lng: -84.084100),  Route carried "on" structure: Interstate 85,  Year Built: 1999,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 146,660 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 219,990 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUGARLOAF PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.809,  Lanes on structure: 16,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 108.1m (354.7ft),  Out-to-Out Width: 113.2m (371.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,050,000,  Roadway Improvement Cost: $305,000,  Total Project Cost: $4,575,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355177,  Location: 3.3 MI SE OF DULUTH (Lat: 33.964197,  Lng: -84.094839),  Route carried "on" structure: City street 9462,  Year Built: 1999,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 18,190 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,285 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 316, RAMPS 316 EB, WB,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,074,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $3,112,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355181,  Location: 3.2 MI SE OF DULUTH (Lat: 33.967331,  Lng: -84.096431),  Route carried "on" structure: City street 9462,  Year Built: 1999,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 11,060 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,590 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,962,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $4,444,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355191,  Location: 1 MI N OF DULUTH (Lat: 34.032589,  Lng: -84.107078),  Route carried "on" structure: County highway 2947,  Year Built: 2000,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 33,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,430 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: P'TREE IND S/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,868,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,801,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355193,  Location: 2.5 MI E OF DULUTH (Lat: 33.976797,  Lng: -84.089550),  Route carried "on" structure: State highway 120,  Year Built: 2001,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 20,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,305 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85, 2 RAMPS,  Facility Carried by Structure: DULUTH HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 9,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,774,000,  Roadway Improvement Cost: $477,000,  Total Project Cost: $7,161,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355194,  Location: 2 MI E OF DULUTH (Lat: 33.980928,  Lng: -84.086686),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 2001,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 4,810 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,215 (year 2032),  Design Load: HS 20,  Features Intersected: 403 CONNECTOR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.809,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $813,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,219,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355195,  Location: 2.5 MI E OF DULUTH (Lat: 33.982006,  Lng: -84.087778),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 2001,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 7,830 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,745 (year 2032),  Design Load: HS 20,  Features Intersected: 403 CONNECTOR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.200,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $977,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,465,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355196,  Location: 5.5 MI W OF LARWENCEVILLE (Lat: 33.963475,  Lng: -84.088944),  Route carried "on" structure: County highway 2731,  Year Built: 2001,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 16,630 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,945 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 316,  Facility Carried by Structure: BRECKINRIDGE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,989,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $4,484,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355203,  Location: 3.3 MI SE OF DULUTH (Lat: 33.959561,  Lng: -84.114383),  Route carried "on" structure: County highway 1046,  Year Built: 2007,  Status: Open,  Structure Length: 13.84m (45.41ft),  Average Daily Traffic: 24,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,140 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85 NB + SB, NBCD, SBCD,  Facility Carried by Structure: OLD NORCROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,741,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $4,112,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 135521,  Location: 2.1 MI SE OF DULUTH (Lat: 33.977581,  Lng: -84.164694),  Route carried "on" structure: County highway 613,  Year Built: 2007,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: BERKLEY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,875,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355211,  Location: 1.5 MI S.OF DULUTH (Lat: 33.981708,  Lng: -84.156758),  Route carried "on" structure: State highway 13,  Year Built: 2007,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 23,730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,595 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PLEASANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,667,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $2,500,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355213,  Location: 2 MILES SE OF DULUTH (Lat: 33.965031,  Lng: -84.100344),  Route carried "on" structure: Ramp State highway 316,  Year Built: 2007,  Status: Open,  Structure Length: 35.39m (116.11ft),  Average Daily Traffic: 87,580 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 131,370 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85, NBCD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $4,536,000,  Roadway Improvement Cost: $454,000,  Total Project Cost: $6,804,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355214,  Location: 2 MILES SE OF DULUTH (Lat: 33.965536,  Lng: -84.102792),  Route carried "on" structure: Ramp State highway 316,  Year Built: 2007,  Status: Open,  Structure Length: 79.31m (260.20ft),  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85, I-85 NBCD & SBCD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $7,394,000,  Roadway Improvement Cost: $739,000,  Total Project Cost: $11,091,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355215,  Location: 2 MILES SE OF DULUTH (Lat: 33.963847,  Lng: -84.105547),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 2007,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $746,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,119,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355216,  Location: 2 MILES SE OF DULUTH (Lat: 33.963678,  Lng: -84.105350),  Route carried "on" structure: State highway 316,  Year Built: 2007,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 87,580 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 131,370 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $957,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,436,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355217,  Location: 3.5 MI SE OF DULUTH (Lat: 33.962531,  Lng: -84.104303),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 2008,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 25,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,280 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $870,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,305,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355218,  Location: 3.5 MI SE DULUTH (Lat: 33.963189,  Lng: -84.104969),  Route carried "on" structure: State highway 316,  Year Built: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,270 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,905 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $789,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355219,  Location: 3.3 MI SE OF DULUTH (Lat: 33.964550,  Lng: -84.099856),  Route carried "on" structure: Ramp State highway 316,  Year Built: 2008,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 8,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,000 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-85 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $746,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,119,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355221,  Location: 3.3 MI SE OF DULUTH (Lat: 33.963744,  Lng: -84.099528),  Route carried "on" structure: Ramp State highway 316,  Year Built: 2008,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 87,580 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 131,370 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85 NBCD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $914,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355225,  Location: 2 MI EAST OF DULUTH (Lat: 33.969450,  Lng: -84.093969),  Route carried "on" structure: Interstate 85,  Year Built: 1990,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 146,900 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 220,350 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.200,  Lanes on structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.2m (250.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $760,000

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Structure Number: 1355283,  Location: 1.5 MI E OF DULUTH (Lat: 33.978689,  Lng: -84.109497),  Route carried "on" structure: State highway 120,  Year Built: 2021,  Status: Not yet open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 26,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,450 (year 2040),  Design Load: HL 93,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $17,316,000,  Roadway Improvement Cost: $1,732,000,  Total Project Cost: $25,974,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350073,  Location: 3.3 MI S OF DULUTH (Lat: 33.952247,  Lng: -84.129975),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 208,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: FAS 2343 PLEASANT HILL R,  Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 167.372,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 1350107,  Location: 3.8 MI S OF DULUTH (Lat: 33.948486,  Lng: -84.137719),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 211,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: STEVE REYNOLDS BLVD,  Facility Carried by Structure: STEVE REYNOLDS BLV
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 167.372,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 1355173,  Location: 3 MI N OF DULUTH (Lat: 33.987628,  Lng: -84.084100),  Route carried "under" structure: County highway 6512,  Structure Length: 0. m,  Average Daily Traffic: 1,710 (year 1995),  Truck Traffic: 1%,  Features Intersected: SR 403,  Facility Carried by Structure: I-85 NB,SB and CDs
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 4.828,  Lanes on structure: 16,  Length of Maximum Span: 0.0m

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Structure Number: 1355177,  Location: 3.3 MI SE OF DULUTH (Lat: 33.964197,  Lng: -84.094839),  Route carried "under" structure: Ramp State highway 316,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 1999),  Truck Traffic: 5%,  Features Intersected: FAM 9462 BOGGS ROAD,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1355177,  Location: 3.3 MI SE OF DULUTH (Lat: 33.964197,  Lng: -84.094839),  Route carried "under" structure: Ramp State highway 316,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 1999),  Features Intersected: FAM 09462 BOGGS ROAD,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1355177,  Location: 3.3 MI SE OF DULUTH (Lat: 33.964197,  Lng: -84.094839),  Route carried "under" structure: State highway 316,  Structure Length: 0. m,  Average Daily Traffic: 81,200 (year 1996),  Truck Traffic: 1%,  Features Intersected: FAM 09462 BOGGS ROAD,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1355181,  Location: 3.2 MI SE OF DULUTH (Lat: 33.967331,  Lng: -84.096431),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 106,000 (year 1994),  Truck Traffic: 1%,  Features Intersected: FAM 9462 BOGGS ROAD,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 170.590,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1355181,  Location: 3.2 MI SE OF DULUTH (Lat: 33.967331,  Lng: -84.096431),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2004),  Truck Traffic: 16%,  Features Intersected: FAM 9462 BOGGS,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 170.590,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1355181,  Location: 3.2 MI SE OF DULUTH (Lat: 33.967331,  Lng: -84.096431),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 106,000 (year 1994),  Truck Traffic: 16%,  Features Intersected: FAM 9462 BOGGS ROAD,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 170.590,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1355193,  Location: 2.5 MI E OF DULUTH (Lat: 33.976797,  Lng: -84.089550),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 98,400 (year 1998),  Features Intersected: SR 120 - DULUTH,  Facility Carried by Structure: DULUTH HIGHWAY
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 172.200,  Lanes on structure: 9,  Length of Maximum Span: 0.0m

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Structure Number: 1355193,  Location: 2.5 MI E OF DULUTH (Lat: 33.976797,  Lng: -84.089550),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 98,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 120 - DULUTH,  Facility Carried by Structure: DULUTH HIGHWAY
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 172.200,  Lanes on structure: 9,  Length of Maximum Span: 0.0m

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Structure Number: 1355193,  Location: 2.5 MI E OF DULUTH (Lat: 33.976797,  Lng: -84.089550),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 98,400 (year 1998),  Features Intersected: SR 120 - DULUTH,  Facility Carried by Structure: DULUTH HIGHWAY
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 172.200,  Lanes on structure: 9,  Length of Maximum Span: 0.0m

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Structure Number: 1355194,  Location: 2 MI E OF DULUTH (Lat: 33.980928,  Lng: -84.086686),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2006),  Truck Traffic: 2%,  Features Intersected: I-85 RAMP
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 175.419,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1355195,  Location: 2.5 MI E OF DULUTH (Lat: 33.982006,  Lng: -84.087778),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 14,300 (year 1999),  Truck Traffic: 5%,  Features Intersected: I-85 RAMP
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 175.419,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1355196,  Location: 5.5 MI W OF LARWENCEVILLE (Lat: 33.963475,  Lng: -84.088944),  Route carried "under" structure: State highway 316,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2004),  Truck Traffic: 5%,  Features Intersected: BRECKINRIDGE BLVD,  Facility Carried by Structure: BRECKINRIDGE BLVD
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355196,  Location: 5.5 MI W OF LARWENCEVILLE (Lat: 33.963475,  Lng: -84.088944),  Route carried "under" structure: State highway 316,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2004),  Truck Traffic: 5%,  Features Intersected: BRECKINRIDGE BL,  Facility Carried by Structure: BRECKINRIDGE BLVD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355203,  Location: 3.3 MI SE OF DULUTH (Lat: 33.959561,  Lng: -84.114383),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 30,100 (year 2005),  Truck Traffic: 7%,  Features Intersected: S 1046 OLD NORCROSS RD,  Facility Carried by Structure: OLD NORCROSS ROAD
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355203,  Location: 3.3 MI SE OF DULUTH (Lat: 33.959561,  Lng: -84.114383),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 320,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: S 1046 OLD NORCROSS RD,  Facility Carried by Structure: OLD NORCROSS ROAD
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 168.981,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355203,  Location: 3.3 MI SE OF DULUTH (Lat: 33.959561,  Lng: -84.114383),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 30,100 (year 2005),  Truck Traffic: 7%,  Features Intersected: S 1046 OLD NORCROSS RD,  Facility Carried by Structure: OLD NORCROSS ROAD
Minimum Vertical Clearance: 6.90m (22.64ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Length of Maximum Span: 0.0m