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

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Structure Number: 228,  Location: .4 MI. SO. ASHVILLE CL (Lat: 33.805000,  Lng: -86.303889),  Route carried "on" structure: US 23,  Year Built: 1924,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 910 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,104 (year 2041),  Design Load: H 15,  Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.782,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $587,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26,  Location: 4.2 MI N JCT SR 169 (Lat: 32.355081,  Lng: -85.095244),  Route carried "on" structure: County highway 137,  Year Built: 1925,  Status: Posted for load,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 357 (year 2000),  Truck Traffic: 12%,  Average Future Daily Traffic: 390 (year 2032),  Design Load: H 15,  Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 30.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 10.93m (35.86ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $2,099,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,309,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1359,  Location: 0.2 MI E CO RD 416 (Lat: 34.797758,  Lng: -86.375472),  Route carried "on" structure: County highway 415,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 80 (year 1992),  Average Future Daily Traffic: 125 (year 2040),  Design Load: H 15,  Features Intersected: MOLDER BRANCH,  Facility Carried by Structure: BOB STILES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 12.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $381,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 181,  Location: 5.8 MI S CR 93 (Lat: 34.899283,  Lng: -85.711503),  Route carried "on" structure: County highway 91,  Year Built: 1938,  Status: Posted for load,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 95 (year 1990),  Average Future Daily Traffic: 130 (year 2038),  Design Load: H 10,  Features Intersected: LONG ISLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 16.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Underwater Inspection Date: May 2018,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $1,231,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,354,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1864,  Location: 0.25 MI NE US HWY 72 E (Lat: 34.749217,  Lng: -86.444642),  Route carried "on" structure: County highway 306,  Year Built: 1938,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 450 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 780 (year 2035),  Design Load: H 15,  Features Intersected: FLINT RIVER (RELIEF),  Facility Carried by Structure: BROWNSBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $614,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $675,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1899,  Location: 4.1 MI N JCT SR 169 (Lat: 32.353339,  Lng: -85.095658),  Route carried "on" structure: County highway 137,  Year Built: 1939,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 6,960 (year 1994),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,050 (year 2034),  Design Load: H 15,  Features Intersected: UCHEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 61.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.04m (16.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $968,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,065,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2084,  Location: 2 MI N HWY 53 (Lat: 34.932806,  Lng: -86.748358),  Route carried "on" structure: County highway 495,  Year Built: 1939,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 699 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 980 (year 2034),  Design Load: H 15,  Features Intersected: DRY CREEK,  Facility Carried by Structure: WALL-TRIANA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $211,000 ( Estimate for 2022)

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Structure Number: 2233,  Location: 3.8 MI S JCT SR 165 (Lat: 32.376931,  Lng: -85.083169),  Route carried "on" structure: County highway 137,  Year Built: 1940,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 7,690 (year 1994),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,301 (year 2034),  Design Load: H 15,  Features Intersected: LITTLE UCHEE CK. RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $557,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2238,  Location: PHENIX CITY (Lat: 32.466667,  Lng: -85.016667),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: BRIDGEWATER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $425,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 228,  Location: 1 MI EAST LEE CO LINE (Lat: 32.439917,  Lng: -85.314972),  Route carried "on" structure: US 80,  Year Built: 1940,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,170 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,145 (year 2033),  Design Load: H 15,  Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.752,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $703,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $773,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2281,  Location: 2.6 MI EAST LEE CO LINE (Lat: 32.443778,  Lng: -85.288028),  Route carried "on" structure: State highway 80,  Year Built: 1940,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,520 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,910 (year 2033),  Design Load: H 15,  Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 320.279,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.75m (18.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,144,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,258,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3696,  Location: 2.5 MI SW US 280 (US 431) (Lat: 32.425244,  Lng: -84.995994),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 3,000 (year 2041),  Design Load: H 20,  Features Intersected: COCHGALECHEE CREEK,  Facility Carried by Structure: BRICKYARD RD(CO 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $1,107,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,218,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4291,  Location: PHENIX CITY (Lat: 32.435000,  Lng: -85.011667),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,300 (year 2040),  Design Load: H 15,  Features Intersected: COCHGALECHEE CREEK,  Facility Carried by Structure: SEALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $505,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $556,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5198,  Location: LATO (Lat: 32.322586,  Lng: -85.096072),  Route carried "on" structure: County highway 24,  Year Built: 1955,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 240 (year 1980),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2034),  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $378,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7022,  Location: 10 MI S W PHENIX CITY (Lat: 32.342439,  Lng: -85.053956),  Route carried "on" structure: County highway 39,  Year Built: 1960,  Status: Posted for load,  Structure Length: 14.23m (46.69ft),  Average Daily Traffic: 750 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,000 (year 2035),  Design Load: H 15,  Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 15.02m (49.28ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $2,266,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $2,493,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7023,  Location: 10.5 MI S W PHENIX CITY (Lat: 32.333211,  Lng: -85.055564),  Route carried "on" structure: County highway 39,  Year Built: 1960,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 750 (year 1981),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $671,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 735,  Location: 1.0 MI E. JCT. US 80-280 (Lat: 32.473333,  Lng: -85.018333),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 34,000 (year 2040),  Design Load: HS 20,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: CRAWFORD RD.14THST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.200,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,790,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,969,000 ( Estimate for 2022)

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Structure Number: 7351,  Location: 0.6 MI E JCT US 80-280 (Lat: 32.475000,  Lng: -85.025000),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 34,000 (year 2040),  Design Load: H 20,  Features Intersected: TRIB HOLLAND CREEK,  Facility Carried by Structure: CRAWFORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.499,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,138,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,252,000 ( Estimate for 2022)

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Structure Number: 7699,  Location: 7.8 MI W PHENIX CITY (Lat: 32.409372,  Lng: -85.100525),  Route carried "on" structure: County highway 28,  Year Built: 1962,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 900 (year 1981),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,000 (year 2030),  Design Load: H 15,  Features Intersected: BUSH POND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $807,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $888,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7904,  Location: MI 115.9-1.33 MI E US 80 (Lat: 31.456611,  Lng: -85.012722),  Route carried "on" structure: County highway 28,  Year Built: 1963,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 4,710 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,594 (year 2033),  Design Load: H 20,  Features Intersected: US 431,  Facility Carried by Structure: SANFORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.61m (31.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,175,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $2,393,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8384,  Location: 6 MI S PHENIX CITY (Lat: 32.398519,  Lng: -85.004589),  Route carried "on" structure: County highway 61,  Year Built: 1964,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 3,350 (year 1981),  Truck Traffic: 35%,  Average Future Daily Traffic: 3,500 (year 2030),  Features Intersected: GUM POND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $315,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8385,  Location: 6.5 MI S PHENIX CITY (Lat: 32.397417,  Lng: -85.009611),  Route carried "on" structure: County highway 61,  Year Built: 1964,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 3,350 (year 1981),  Truck Traffic: 35%,  Average Future Daily Traffic: 3,500 (year 2030),  Features Intersected: MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $343,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8667,  Location: PHENIX CITY (Lat: 32.478333,  Lng: -85.021667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,300 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,100 (year 2042),  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: TWENTIETH AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $373,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8709,  Location: 0.1 MI W 280 * 431 (Lat: 32.490000,  Lng: -85.036667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,600 (year 2040),  Design Load: H 10,  Features Intersected: MILL CREEK,  Facility Carried by Structure: LAKEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.599,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $451,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $496,000 ( Estimate for 2022)

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Structure Number: 8719,  Location: 0.4 MI NE US 280 (US 431) (Lat: 32.491667,  Lng: -85.033333),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 7,768 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,000 (year 2042),  Design Load: H 10,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: LAKEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.500,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 87.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $528,000 ( Estimate for 2022)

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Structure Number: 8727,  Location: 0.2 MI NE US 280 US 431 (Lat: 32.485000,  Lng: -85.026667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 10,200 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2042),  Design Load: H 10,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: CO 16 (STADIUM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,199,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,319,000 ( Estimate for 2022)

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Structure Number: 9035,  Location: 1.6 MI N JCT SR 165 (Lat: 32.436361,  Lng: -85.024194),  Route carried "on" structure: US 431,  Year Built: 1966,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 26,110 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,806 (year 2033),  Design Load: H 20,  Features Intersected: COCHGALECHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.887,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,755,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,931,000 ( Estimate for 2022)

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Structure Number: 9716,  Location: 1.6 MI E JCT 80 (Lat: 32.455392,  Lng: -85.010067),  Route carried "on" structure: US 280,  Year Built: 1968,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 16,690 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,350 (year 2033),  Design Load: HS 20,  Features Intersected: US 431
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.206,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,759,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,935,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1074,  Location: PHENIX CITY (Lat: 32.445000,  Lng: -85.038333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,200 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,400 (year 2042),  Design Load: H 15,  Features Intersected: COCHGALECHEE CREEK,  Facility Carried by Structure: SANDFORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 85.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $420,000 ( Estimate for 2022)

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Structure Number: 12531,  Location: 3.1 MI W JCT US 80 (Lat: 32.489200,  Lng: -85.034700),  Route carried "on" structure: US 431,  Year Built: 1981,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 39,410 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,026 (year 2033),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.843,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,565,000,  Roadway Improvement Cost: $457,000,  Total Project Cost: $5,022,000 ( Estimate for 2022)

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Structure Number: 12532,  Location: 3.3 MI N JCT US 80 (Lat: 32.491583,  Lng: -85.037194),  Route carried "on" structure: US 431,  Year Built: 1981,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 19,705 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,513 (year 2033),  Design Load: HS 20,  Features Intersected: LAKEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.165,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,158,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $2,374,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12533,  Location: 3.3 MI N JCT US 80 (Lat: 32.475278,  Lng: -85.037222),  Route carried "on" structure: US 431,  Year Built: 1981,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 19,705 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,513 (year 2033),  Design Load: HS 20,  Features Intersected: LAKEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.165,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,158,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $2,374,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12534,  Location: 3.3 MI W JCT US 80 (Lat: 32.493083,  Lng: -85.038778),  Route carried "on" structure: US 431,  Year Built: 1981,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 18,690 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,199 (year 2033),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.485,  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: 25.9m (85.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.11m (23.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,998,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,198,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12535,  Location: 3.3 MI JCT US 80 (Lat: 32.493139,  Lng: -85.038556),  Route carried "on" structure: US 431,  Year Built: 1981,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 18,690 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,199 (year 2033),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.485,  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: 25.9m (85.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.11m (23.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,998,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,198,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13378,  Location: POYNER DR PHENIX CITY (Lat: 32.487844,  Lng: -85.058750),  Route carried "on" structure: County highway 129,  Year Built: 1984,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 520 (year 1983),  Truck Traffic: 2%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: H 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.24m (7.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $540,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13589,  Location: 4.7 MI E OF JCT US 431 (Lat: 32.507267,  Lng: -85.000083),  Route carried "on" structure: US 80,  Year Built: 1985,  Status: Open,  Structure Length: 45.32m (148.69ft),  Average Daily Traffic: 24,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,428 (year 2033),  Design Load: HS 20,  Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.317,  Lanes on structure: 2,  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: 15,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.32m (148.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $13,052,000,  Roadway Improvement Cost: $1,305,000,  Total Project Cost: $14,357,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1359,  Location: 4.7 MI E OF JCT US431 (Lat: 32.507167,  Lng: -85.000033),  Route carried "on" structure: US 80,  Year Built: 1985,  Status: Open,  Structure Length: 45.32m (148.69ft),  Average Daily Traffic: 24,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,428 (year 2033),  Design Load: HS 20,  Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.317,  Lanes on structure: 2,  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: 15,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 45.32m (148.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $13,052,000,  Roadway Improvement Cost: $1,305,000,  Total Project Cost: $14,357,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13896,  Location: 3.5 MI E OF JCT US 431 (Lat: 32.499056,  Lng: -85.017278),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 14,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,600 (year 2035),  Design Load: HS 20,  Features Intersected: US 80,  Facility Carried by Structure: SUMMERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.600,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $5,393,000,  Roadway Improvement Cost: $539,000,  Total Project Cost: $5,932,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13897,  Location: 3.8 MI E JCT 431 (Lat: 32.500647,  Lng: -85.012428),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 2,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,500 (year 2035),  Design Load: HS 20,  Features Intersected: US 80,  Facility Carried by Structure: 13TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.59m (31.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,958,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $3,254,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place