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


  • National Bridge Inventory (NBI) Statistics
  • 62Number of bridges
  • 538ft / 164mTotal length
  • $14,008,000Total costs
  • 527,878Total average daily traffic
  • 35,176Total average daily truck traffic
  • 585,572Total future (year 2010) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Eldersburg
  • No street view available for this location

New bridges in Eldersburg, MD - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 11930-1939
  • 81950-1959
  • 81960-1969
  • 301970-1979
  • 101980-1989
  • 22000-2009
  • 12010-2018
Reconstructed bridges in Eldersburg, MD - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 41970-1979
  • 21980-1989
  • 31990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Eldersburg, MD
Average Bridge Truck Traffic in Eldersburg, MD
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.7%Very good
  • 40.0%Good
  • 36.7%Satisfactory
  • 16.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 6.7%Very good
  • 30.0%Good
  • 46.7%Satisfactory
  • 10.0%Fair
  • 6.7%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 46.7%Good
  • 46.7%Satisfactory
  • 6.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.4%Very good
  • 22.2%Good
  • 50.0%Satisfactory
  • 20.4%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 3.6%Very good
  • 32.1%Good
  • 60.7%Satisfactory
  • 3.6%Fair
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Structure Number: 10000006000101,  Location: 1.04 M W OF BALTO CO LINE (Lat: 39.395361,  Lng: -76.907028),  Route carried "on" structure: State highway 26,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 30.02m (98.49ft),  Average Daily Traffic: 20,192 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,235 (year 2026),  Design Load: HS 20,  Features Intersected: LIBERTY RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.289,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 300.20m (984.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2017,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $2,317,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $2,549,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000006000201,  Location: ON BALTO CO LINE (Lat: 39.396794,  Lng: -76.889061),  Route carried "on" structure: State highway 26,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 20,192 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,235 (year 2026),  Design Load: HS 20,  Features Intersected: LIBERTY RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.963,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2017,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $4,043,000,  Roadway Improvement Cost: $404,000,  Total Project Cost: $4,447,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000006001402,  Location: 0.02 MILE NORTH OF MD 879 (Lat: 39.472336,  Lng: -76.919958),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,670 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,660 (year 2026),  Design Load: HS 20,  Features Intersected: MIDDLE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: 10000006002801,  Location: 1.02 M S OF BR NO 0306400 (Lat: 39.380942,  Lng: -77.018744),  Route carried "on" structure: State highway 97,  Year Built: 1976,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 8,770 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,550 (year 2026),  Design Load: HS 20,  Features Intersected: TUCKERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.334,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 62.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000006002901,  Location: ON HOWARD CO LINE (Lat: 39.352392,  Lng: -77.015781),  Route carried "on" structure: State highway 97,  Year Built: 1973,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 8,770 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,550 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTH BRANCH PATAPSCO RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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 minimum criteria,  Length Of Structure Improvement: 34.70m (113.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $177,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000006004303,  Location: 3.63 MILE SOUTH OF MD 32 (Lat: 39.480503,  Lng: -77.003814),  Route carried "on" structure: State highway 854B,  Year Built: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,970 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,502 (year 2026),  Design Load: HS 20,  Features Intersected: MORGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017
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Structure Number: 10000006004502,  Location: 1.0 MILE SOUTH OF MD 850H (Lat: 39.414889,  Lng: -77.011942),  Route carried "on" structure: State highway 97,  Year Built: 1979,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10,080 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,360 (year 2026),  Design Load: HS 20,  Features Intersected: PINEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.273,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.7 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: 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: April 2017
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Structure Number: 10000006004901,  Location: 2.53 MILE SOUTH OF MD 91 (Lat: 39.435358,  Lng: -76.936506),  Route carried "on" structure: State highway 32,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 14,020 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,256 (year 2037),  Design Load: H 20,  Features Intersected: LIBERTY RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.387,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 65.8m (215.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 177.40m (582.02ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2017,  Critical Feature Inspection Date: September 2017,  Underwater Inspection Date: April 2014,  Bridge Improvement Cost: $4,295,000,  Roadway Improvement Cost: $431,000,  Total Project Cost: $4,726,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000006005001,  Location: 3.14 MILE SOUTH OF MD 32 (Lat: 39.479036,  Lng: -76.999631),  Route carried "on" structure: State highway 97,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 15,140 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,840 (year 2029),  Design Load: HS 20,  Features Intersected: MORGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.948,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 65.3 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  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: 10000006005401,  Location: 1.52 MILE EAST OF MD 26A (Lat: 39.431708,  Lng: -77.006306),  Route carried "on" structure: State highway 26,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 25,970 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,367 (year 2026),  Design Load: HS 20,  Features Intersected: MD 97
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.426,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $276,000,  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: 10000006005401,  Location: 1.92 M S OF BARTHOLOW RD (Lat: 39.431708,  Lng: -77.006306),  Route carried "under" structure: State highway 97,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 2009),  Features Intersected: MD 97,  Facility Carried by Structure: MD 26
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 10000006006002,  Location: .21 MILE NORTH OF MD 879C (Lat: 39.486983,  Lng: -76.900475),  Route carried "on" structure: State highway 91,  Year Built: 1967,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 11,260 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,840 (year 2029),  Design Load: HS 20,  Features Intersected: BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.942,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 10000006006303,  Location: 1.05 MI N OF BUSHEY RD (Lat: 39.440278,  Lng: -77.000919),  Route carried "on" structure: State highway 854A,  Year Built: 1976,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 647 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 746 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE MORGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.3m (1.0ft)

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: April 2017
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Structure Number: 10000006006402,  Location: 2.42 MI S OF MD 850H (Lat: 39.395553,  Lng: -77.017850),  Route carried "on" structure: State highway 97,  Year Built: 1982,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,770 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,550 (year 2026),  Design Load: HS 20,  Features Intersected: PINEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.843,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

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: 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: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2017,  Other Special Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000013001902,  Location: 0.49 MILE S OF MD 851F (Lat: 39.348258,  Lng: -76.960742),  Route carried "on" structure: State highway 32,  Year Built: 1958,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 23,793 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,173 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF PATAPSCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.138,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016
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Structure Number: 100000130030013,  Location: 3.17 MILES EAST OF MD 94 (Lat: 39.326756,  Lng: -77.016875),  Route carried "on" structure: Interstate 70,  Year Built: 1973,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 72,612 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 112,212 (year 2029),  Design Load: HS 20,  Features Intersected: MD 97
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.189,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 100000130030013,  Location: .45 MILE NORTH OF MD 144A (Lat: 39.326756,  Lng: -77.016875),  Route carried "under" structure: State highway 97,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,020 (year 2009),  Features Intersected: MD 97,  Facility Carried by Structure: IS 70 EBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.957,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 100000130030014,  Location: 3.17 MILES EAST OF MD 94 (Lat: 39.326639,  Lng: -77.015853),  Route carried "on" structure: Interstate 70,  Year Built: 1973,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 72,612 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 112,212 (year 2029),  Design Load: HS 20,  Features Intersected: MD 97
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.189,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 100000130030014,  Location: .45 MILE NORTH OF MD 144A (Lat: 39.326639,  Lng: -77.015853),  Route carried "under" structure: State highway 97,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,020 (year 2009),  Features Intersected: MD 97,  Facility Carried by Structure: IS 70 WBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.957,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 10000013008201,  Location: 1.89 MI W OF MD 97 (Lat: 39.336989,  Lng: -77.048919),  Route carried "on" structure: County highway 30,  Year Built: 1973,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 999 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,178 (year 2012),  Design Load: HS 20,  Features Intersected: IS 70,  Facility Carried by Structure: MORGAN STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 7.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000013008201,  Location: 1.9 MILE WEST OF MD 97 (Lat: 39.336989,  Lng: -77.048919),  Route carried "under" structure: Interstate 70,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 71,700 (year 2009),  Features Intersected: IS 70,  Facility Carried by Structure: MORGAN STATION RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 8.174,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 10000013011203,  Location: 1.5 MILES WEST OF US 32 (Lat: 39.309503,  Lng: -76.979081),  Route carried "on" structure: State highway 144A,  Year Built: 1982,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 3,451 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,278 (year 2026),  Features Intersected: BR OF MIDDLE PATUXENT RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.948,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2016
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Structure Number: 200000B-005201,  Location: AT BALT-CARROLL CO LINE (Lat: 39.364672,  Lng: -76.885494),  Route carried "on" structure: County highway 533,  Year Built: 1976,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 4,900 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,200 (year 2035),  Design Load: HS 20,  Features Intersected: NORTH BRANCH OF PATAPSCO,  Facility Carried by Structure: MARRIOTTSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.581,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000B-021502,  Location: 0.28 MI W OF W CHAPEL RD (Lat: 39.367697,  Lng: -76.871397),  Route carried "on" structure: County highway 533,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,050 (year 2017),  Truck Traffic: 80%,  Average Future Daily Traffic: 6,670 (year 2037),  Design Load: HS 20,  Features Intersected: FALLS RUN,  Facility Carried by Structure: MARRIOTTSVILLE ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.905,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000B-034302,  Location: 0.57 MI N OF MD 26 (Lat: 39.404497,  Lng: -76.860297),  Route carried "on" structure: County highway 521,  Year Built: 1969,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,500 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,000 (year 2030),  Design Load: HS 20,  Features Intersected: LOCUST RUN,  Facility Carried by Structure: WARDS CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.671,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2017,  Other Special Inspection Date: June 2017
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Structure Number: 200000CL029702,  Location: 2.51 MILES E OF MD 27 (Lat: 39.412172,  Lng: -77.073894),  Route carried "on" structure: County highway 570,  Year Built: 1975,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 828 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,360 (year 2037),  Features Intersected: GILLIS FALLS,  Facility Carried by Structure: GILLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $120,000
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Structure Number: 200000CL029802,  Location: 0.93 MI EAST OF MD 27 (Lat: 39.472725,  Lng: -77.053269),  Route carried "on" structure: County highway 556,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 644 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,060 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH OF MORGAN RUN,  Facility Carried by Structure: BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 200000CL029902,  Location: 0.26 MI SE OF BLOOM ROAD (Lat: 39.490439,  Lng: -77.019636),  Route carried "on" structure: County highway 555,  Year Built: 1964,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 982 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,610 (year 2037),  Design Load: H 15,  Features Intersected: MORGAN RUN,  Facility Carried by Structure: SALEM BOTTOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.928,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 1.0m (3.3ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $275,000 ( Estimate for 2017)
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Structure Number: 200000CL030002,  Location: 250 FT S OF SALEM BOTTOM (Lat: 39.493136,  Lng: -77.022767),  Route carried "on" structure: County highway 559,  Year Built: 1980,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 520 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 860 (year 2037),  Design Load: HS 20,  Features Intersected: MORGAN RUN,  Facility Carried by Structure: BLOOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 200000CL030902,  Location: ON HOWARD CO LINE (Lat: 39.362436,  Lng: -77.066208),  Route carried "on" structure: County highway 599,  Year Built: 1988,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 747 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,225 (year 2037),  Features Intersected: SOUTH BR PATAPSCO RIVER,  Facility Carried by Structure: FLAG MARSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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Structure Number: 200000CL031001,  Location: ON HOWARD CO LINE (Lat: 39.359917,  Lng: -77.062728),  Route carried "on" structure: County highway 565,  Year Built: 1976,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 8,182 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,408 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTH BR PATAPSCO RIVER,  Facility Carried by Structure: WOODBINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.121,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 8.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000CL031101,  Location: ON HOWARD COUNTY LINE (Lat: 39.359969,  Lng: -77.045639),  Route carried "on" structure: County highway 602,  Year Built: 1976,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 470 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 769 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTH BR PATAPSCO RIVER,  Facility Carried by Structure: MORGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.333,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 71.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000CL031203,  Location: 0.1 MI N HOWARD CO LINE (Lat: 39.361481,  Lng: -76.992853),  Route carried "on" structure: County highway 673,  Year Built: 1989,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,282 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,110 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: GAITHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $22,000
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Structure Number: 200000CL031301,  Location: ON HOWARD COUNTY LINE (Lat: 39.359781,  Lng: -76.992108),  Route carried "on" structure: County highway 673,  Year Built: 1978,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,282 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,110 (year 2037),  Features Intersected: SOUTH BR PATAPSCO RIVER,  Facility Carried by Structure: GAITHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 3.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 49.10m (161.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Critical Feature Inspection Date: August 2017,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $330,000,  Deck Structure Type: Steel plate
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Structure Number: 200000CL031602,  Location: 0.27 MI WEST OF MD 97 (Lat: 39.385078,  Lng: -77.024064),  Route carried "on" structure: County highway 604,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,535 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,520 (year 2037),  Features Intersected: TUCKERS BRANCH,  Facility Carried by Structure: EDEN MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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Structure Number: 200000CL031803,  Location: 1.07 MILES S OF MD 26 (Lat: 39.404286,  Lng: -76.997456),  Route carried "on" structure: County highway 664,  Year Built: 2017,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,226 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,760 (year 2036),  Features Intersected: PINEY RUN,  Facility Carried by Structure: WHITE ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 4.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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,  Inspection Date: August 2017
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Structure Number: 200000CL031901,  Location: 0.75 MI E OF FRETER ROAD (Lat: 39.421381,  Lng: -77.027892),  Route carried "on" structure: County highway 616,  Year Built: 1952,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 694 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,136 (year 2037),  Design Load: H 20,  Features Intersected: BUCKHORN RUN,  Facility Carried by Structure: BUCKHORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.928,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000CL032002,  Location: 0.40 MI SOUTH OF MD 26 (Lat: 39.433200,  Lng: -77.028992),  Route carried "on" structure: County highway 617,  Year Built: 2004,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 806 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,330 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: PINEY RUN,  Facility Carried by Structure: FRETER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 200000CL032201,  Location: 1.25 MILES N OF MD 26 (Lat: 39.430900,  Lng: -76.975281),  Route carried "on" structure: County highway 663,  Year Built: 1980,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 867 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,421 (year 2037),  Design Load: H 20,  Features Intersected: LITTLE MORGAN RUN,  Facility Carried by Structure: LINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 45.70m (149.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $300,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000CL032301,  Location: 1.7 M S OF MD 32 (Lat: 39.452131,  Lng: -76.955219),  Route carried "on" structure: County highway 544,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 787 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,290 (year 2037),  Design Load: H 20,  Features Intersected: MORGAN RUN,  Facility Carried by Structure: LONDON BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.687,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000CL032401,  Location: 1.25 M W OF MD 32 (Lat: 39.466342,  Lng: -76.970625),  Route carried "on" structure: County highway 545,  Year Built: 1988,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,754 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,880 (year 2037),  Design Load: H 20,  Features Intersected: MORGAN RUN,  Facility Carried by Structure: KLEES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 5.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000CL032602,  Location: 1.73 MILES N OF MD 32 (Lat: 39.426656,  Lng: -76.960519),  Route carried "on" structure: County highway 662,  Year Built: 1968,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,679 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,030 (year 2037),  Features Intersected: LITTLE MORGAN RUN,  Facility Carried by Structure: BARTHOLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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Structure Number: 200000CL032702,  Location: 1.06 MI N RAINCLIFFE ROAD (Lat: 39.384350,  Lng: -76.945067),  Route carried "on" structure: County highway 755,  Year Built: 1975,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 905 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,490 (year 2037),  Features Intersected: TRIBUTARY OF PINEY RUN,  Facility Carried by Structure: SLACKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 42.70m (140.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $170,000
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Structure Number: 200000CL032801,  Location: 0.80 MI N RAINCLIFFE ROAD (Lat: 39.380697,  Lng: -76.944200),  Route carried "on" structure: County highway 755,  Year Built: 1975,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 905 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,490 (year 2037),  Features Intersected: PINEY RUN,  Facility Carried by Structure: SLACKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.214,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000CL032901,  Location: 0.55 MI E OF ARRINGTON RD (Lat: 39.374503,  Lng: -76.931217),  Route carried "on" structure: County highway 761,  Year Built: 1974,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 3,125 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,130 (year 2037),  Features Intersected: PINEY RUN,  Facility Carried by Structure: BRANGELS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000CL033101,  Location: AT MARRIOTTSVILLE ROAD (Lat: 39.366303,  Lng: -76.911503),  Route carried "on" structure: County highway 758,  Year Built: 1958,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 260 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 430 (year 2037),  Features Intersected: PINEY RUN,  Facility Carried by Structure: ARRINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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