Bridge Statistics for Colesville, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10000015019302,  Location: AT INTERSECTION OF MD 182 (Lat: 39.120478,  Lng: -77.033939),  Route carried "on" structure: State highway 28,  Year Built: 2001,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 21,671 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,393 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BUCKHORN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.719,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 200000M-009001,  Location: 0.5 MI W OLD COLUMBIA PK (Lat: 39.065625,  Lng: -76.976558),  Route carried "on" structure: County highway 99,  Year Built: 1963,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 26,356 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,529 (year 2041),  Design Load: HS 20,  Features Intersected: PAINT BRANCH,  Facility Carried by Structure: EAST RANDOLPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 15000CO0,  Subroute: 99),  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 61.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $19,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000M-009402,  Location: 2.4 MILES EAST OF MD 650 (Lat: 39.088236,  Lng: -76.964700),  Route carried "on" structure: County highway 95,  Year Built: 1974,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 20,203 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,350 (year 2041),  Design Load: HS 20,  Features Intersected: PAINT BRANCH,  Facility Carried by Structure: BRIGGS CHANEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.829,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 200000M-010202,  Location: .5 M N OF BRIGGS CHANEY R (Lat: 39.097669,  Lng: -76.965375),  Route carried "on" structure: County highway 79,  Year Built: 1990,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 3,677 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,622 (year 2039),  Design Load: HS 20,  Features Intersected: PAINT BRANCH,  Facility Carried by Structure: PEACH ORCHARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 200000M-015901,  Location: 0.7 MILES EAST OF MD 182 (Lat: 39.118675,  Lng: -77.021789),  Route carried "on" structure: County highway 7445,  Year Built: 2002,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 19,828 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,758 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NORTHWEST BRANCH,  Facility Carried by Structure: NORBECK RD & NORWO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.181,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 15000CO0,  Subroute: 45),  Owner: County Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 40.3m (132.2ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 75.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000M-020402,  Location: 0.1 MI E OF KEMP MILL RD (Lat: 39.066292,  Lng: -77.029578),  Route carried "on" structure: County highway 1659,  Year Built: 1976,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 60,342 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 71,189 (year 2039),  Features Intersected: NORTHWEST BRANCH,  Facility Carried by Structure: RANDOLPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.916,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 15000CO0,  Subroute: 59),  Owner: County Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to 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: March 2021

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Structure Number: 200000M-025603,  Location: 0.4 MI S JCT RANDLPH RD E (Lat: 39.061653,  Lng: -76.984164),  Route carried "on" structure: County highway 3467,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 540 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 610 (year 2031),  Features Intersected: HOLLYWOOD BRANCH,  Facility Carried by Structure: LAURIE DRIVE
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: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,000,  Total Project Cost: $7,000 ( Estimate for 2015)

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Structure Number: 300000M-V107013,  Location: 2.54 MI WEST OF MD650 (Lat: 39.098058,  Lng: -77.038108),  Route carried "on" structure: State highway 200,  Year Built: 2010,  Status: Open,  Structure Length: 177.09m (581.00ft),  Average Daily Traffic: 32,786 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,177 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NORTHWEST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 44.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000M-V107014,  Location: 2.54 Mi West of MD650 (Lat: 39.097719,  Lng: -77.036039),  Route carried "on" structure: State highway 200,  Year Built: 2010,  Status: Open,  Structure Length: 17.71m (58.10ft),  Average Daily Traffic: 32,683 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,975 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Northwest Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 44.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000M-V112013,  Location: 2.07 Mi. West of MD650 (Lat: 39.094733,  Lng: -77.030764),  Route carried "on" structure: State highway 200,  Year Built: 2010,  Status: Open,  Structure Length: 27.19m (89.21ft),  Average Daily Traffic: 32,786 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,177 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Bonifant Road & NW Branc
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.796,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000M-V112014,  Location: 2.07 Mi West of MD 650 (Lat: 39.092667,  Lng: -77.028500),  Route carried "on" structure: State highway 200,  Year Built: 2010,  Status: Open,  Structure Length: 27.19m (89.21ft),  Average Daily Traffic: 32,683 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,975 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Bonifant Road & NW Branc
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.796,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000M-V118013,  Location: 1.40 Mi West of MD 650 (Lat: 39.086114,  Lng: -77.025167),  Route carried "on" structure: State highway 200,  Year Built: 2010,  Status: Open,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 32,786 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,177 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Northwest Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.903,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000M-V118014,  Location: 1.40 Mi West of MD650 (Lat: 39.085933,  Lng: -77.021347),  Route carried "on" structure: State highway 200,  Year Built: 2010,  Status: Open,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 32,683 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,975 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Northwest Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.903,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000M-V12501,  Location: 0.76 MI WEST OF MD 650 (Lat: 39.086806,  Lng: -77.013389),  Route carried "on" structure: County highway 1088,  Year Built: 2010,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,997 (year 2019),  Average Future Daily Traffic: 6,220 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MD 200 (ICC),  Facility Carried by Structure: NOTLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.006,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000M-V13201,  Location: 5.03 Mi East of MD97 (Lat: 39.088178,  Lng: -76.998953),  Route carried "on" structure: State highway 650,  Year Built: 2010,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 31,575 (year 2019),  Average Future Daily Traffic: 39,301 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MD 200 (ICC),  Facility Carried by Structure: New Hampshire Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.129,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 52.7m (172.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing