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

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Structure Number: 1210091,  Location: 6.8 MI W OF ATLANTA (Lat: 33.723050,  Lng: -84.503508),  Route carried "on" structure: City street 9053,  Year Built: 1985,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 28,730 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,095 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SOUTH UTOY CREEK,  Facility Carried by Structure: CASCADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $568,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $852,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210093,  Location: IN WEST ATLANTA (Lat: 33.693247,  Lng: -84.518108),  Route carried "on" structure: State highway 154,  Year Built: 1946,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 24,110 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,165 (year 2032),  Design Load: H 15,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CAMBELLTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.796,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,066,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,598,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210094,  Location: IN WEST ATLANTA (Lat: 33.690139,  Lng: -84.500050),  Route carried "on" structure: State highway 154,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 27,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,805 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1210095,  Location: IN WEST ATLANTA (Lat: 33.690358,  Lng: -84.500058),  Route carried "on" structure: State highway 154,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 27,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,805 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1210101,  Location: IN EAST POINT (Lat: 33.697769,  Lng: -84.418331),  Route carried "on" structure: State highway 166,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 57,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 85,845 (year 2032),  Design Load: HS 20,  Features Intersected: M-9081 SYLVAN ROAD,  Facility Carried by Structure: LANKFORD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210103,  Location: 0.25 MI W OF I-75 (Lat: 33.696447,  Lng: -84.408139),  Route carried "on" structure: State highway 166,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 57,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 85,845 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3 METROPOLITAIN BLVD,  Facility Carried by Structure: LANKFORD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210104,  Location: SR 166 & I-75 (Lat: 33.697069,  Lng: -84.404497),  Route carried "on" structure: State highway 166,  Year Built: 1986,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 57,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 85,845 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75- 3 SR166 RMP- I-85R,  Facility Carried by Structure: LANKFORD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 4,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210105,  Location: IN WEST ATLANTA (Lat: 33.690247,  Lng: -84.501758),  Route carried "on" structure: Ramp State highway 154,  Year Built: 1966,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 4,640 (year 2012),  Average Future Daily Traffic: 6,960 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 154 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210106,  Location: IN WEST ATLANTA (Lat: 33.691650,  Lng: -84.500119),  Route carried "on" structure: Ramp State highway 154,  Year Built: 1966,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 4,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,960 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1210111,  Location: IN N ATLANTA (Lat: 33.817119,  Lng: -84.366847),  Route carried "on" structure: State highway 237,  Year Built: 1960,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 36,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,470 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PEACHTREE CREEK,  Facility Carried by Structure: PIEDMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.23m (43.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $1,822,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,733,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210114,  Location: IN N W ATLANTA (Lat: 33.794489,  Lng: -84.474297),  Route carried "on" structure: State highway 280,  Year Built: 1961,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,550 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,325 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PROCTOR CREEK,  Facility Carried by Structure: JAMES JACKSON PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210115,  Location: IN N FULTON (Lat: 33.806039,  Lng: -84.475819),  Route carried "on" structure: State highway 280,  Year Built: 1961,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 5,550 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,325 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTHERN RAILROAD,  Facility Carried by Structure: JAMES JACKSON PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210131,  Location: IN NORTH ALPHARETTA (Lat: 34.098508,  Lng: -84.249828),  Route carried "on" structure: US 19,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 90,900 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 136,350 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 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: Good,  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,  Inspection Date: October 2021,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $340,000

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Structure Number: 1210133,  Location: 1.5 M NE OF HAPEVILLE (Lat: 33.685600,  Lng: -84.398597),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 131,270 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 196,905 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 389.461,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1210134,  Location: IN S ATLANTA (Lat: 33.702031,  Lng: -84.403625),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 269,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 403,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.071,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 66.1m (216.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1210135,  Location: IN SOUTH ATLANTA (Lat: 33.716650,  Lng: -84.398200),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 269,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 403,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.680,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 65.8m (215.9ft),  Skew: 31 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: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2021,  Underwater Inspection Date: October 2018

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Structure Number: 1210136,  Location: IN ATLANTA (Lat: 33.719619,  Lng: -84.396458),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 269,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 403,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.680,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 69.5m (228.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 69.3m (227.4ft),  Out-to-Out Width: 75.3m (247.0ft)

Condition: Deck: Good,  Superstructure: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210137,  Location: IN ATLANTA (Lat: 33.722069,  Lng: -84.394658),  Route carried "on" structure: Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 283,540 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 425,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 54 UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 394.289,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 66.4m (217.8ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 62.5m (205.1ft),  Out-to-Out Width: 64.6m (211.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210147,  Location: IN ATLANTA (Lat: 33.799439,  Lng: -84.396369),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 203,940 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 305,910 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TANYARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.946,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $670,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,005,000

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Structure Number: 1210148,  Location: IN N ATLANTA (Lat: 33.801919,  Lng: -84.404267),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 203,940 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 305,910 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.946,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 58.6m (192.3ft),  Out-to-Out Width: 60.7m (199.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,350,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $3,524,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210149,  Location: IN N ATLANTA (Lat: 33.810228,  Lng: -84.418778),  Route carried "on" structure: Interstate 75,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 199,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 299,610 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9205 COLLIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.555,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 31 degrees,  Material/Design: Steel 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: 52.1m (170.9ft),  Out-to-Out Width: 53.9m (176.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,716,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,573,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 121015,  Location: IN N ATLANTA (Lat: 33.824728,  Lng: -84.423708),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 199,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 299,610 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PEACHTREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.774,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 54.6m (179.1ft),  Out-to-Out Width: 56.4m (185.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,630,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $5,445,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210151,  Location: IN N ATLANTA (Lat: 33.828775,  Lng: -84.425144),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 199,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 299,610 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9209 WEST WESLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.774,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 39.0 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: 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: September 2020,  Bridge Improvement Cost: $1,604,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,406,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210152,  Location: IN N ATLANTA (Lat: 33.848847,  Lng: -84.430897),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 182,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 273,930 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9208 W.PACES FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 410.383,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 53.3m (174.9ft),  Out-to-Out Width: 55.2m (181.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,269,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,903,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210153,  Location: IN N ATLANTA (Lat: 33.853608,  Lng: -84.431358),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 182,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 273,930 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.992,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,232,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $4,848,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210155,  Location: IN N ATLANTA (Lat: 33.862908,  Lng: -84.437550),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 175,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 262,725 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3 NORTHSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.992,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,730,000,  Roadway Improvement Cost: $373,000,  Total Project Cost: $5,594,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210157,  Location: IN N ATLANTA (Lat: 33.865033,  Lng: -84.439603),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 175,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 262,725 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9241 MT. PARAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.602,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,629,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210159,  Location: IN N ATLANTA (Lat: 33.875489,  Lng: -84.447647),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 31.09m (102.00ft),  Average Daily Traffic: 174,800 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 262,200 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.602,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.2m (190.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 57.9m (190.0ft),  Out-to-Out Width: 58.9m (193.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $14,854,000,  Roadway Improvement Cost: $1,485,000,  Total Project Cost: $22,282,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210164,  Location: IN W FULTON (Lat: 33.769300,  Lng: -84.537708),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 125,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 188,775 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.249,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 40.9m (134.2ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,535,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $2,302,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210165,  Location: IN W FULTON (Lat: 33.766469,  Lng: -84.527325),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 146,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 219,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 70 FULTON IND. BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.858,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: May 2021,  Bridge Improvement Cost: $1,961,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,941,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210166,  Location: IN W ATLANTA (Lat: 33.765453,  Lng: -84.510772),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 146,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 219,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 139 M.L.K. JR. DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.467,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.1 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,807,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,711,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210167,  Location: IN W ATLANTA (Lat: 33.764789,  Lng: -84.493319),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 16.98m (55.71ft),  Average Daily Traffic: 146,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 219,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285- I-285 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.077,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2021,  Bridge Improvement Cost: $4,550,000,  Roadway Improvement Cost: $455,000,  Total Project Cost: $6,826,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210168,  Location: IN W ATLANTA (Lat: 33.762078,  Lng: -84.488900),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 115,210 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 172,815 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RMP I-20W TO I-285 CCBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.077,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $955,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,432,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 121017,  Location: IN WEST ATLANTA (Lat: 33.756908,  Lng: -84.468900),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 130,410 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 195,615 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 280 H.E.HOLMES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.686,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 47.3m (155.2ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Bridge Improvement Cost: $2,636,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,953,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210171,  Location: IN CITY OF ATLANTA (Lat: 33.754728,  Lng: -84.466128),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 121,020 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 181,530 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD- MARTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.686,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,121,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $4,682,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210172,  Location: IN W ATLANTA (Lat: 33.753153,  Lng: -84.463047),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 121,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 182,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CS 961 FAIRFIELD PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.295,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,411,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,117,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210173,  Location: IN W ATLNTA (Lat: 33.751300,  Lng: -84.446108),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 121,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 182,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9135 ANDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.905,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,545,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $2,318,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210174,  Location: IN W ATLANTA (Lat: 33.750728,  Lng: -84.444578),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 125,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 187,680 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MLK DR & WEST LAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.905,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,635,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $6,953,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210175,  Location: IN W ATLANTA (Lat: 33.746519,  Lng: -84.430639),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 125,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 187,680 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9131 LANGHORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.514,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.48m (50.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,059,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $4,589,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210176,  Location: IN W ATLANTA (Lat: 33.743106,  Lng: -84.423331),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 136,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 205,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9130 LAWTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.514,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,679,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,519,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up