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

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Structure Number: 100000130144014,  Location: 0.86 MILE WEST OF MD 103 (Lat: 39.212108,  Lng: -76.795889),  Route carried "on" structure: State highway 100,  Year Built: 1997,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 82,092 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,034 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: SNOWDEN RIVER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.860,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100000130145013,  Location: 0.62 MILE WEST OF MD 103 (Lat: 39.209492,  Lng: -76.793872),  Route carried "on" structure: State highway 100,  Year Built: 1997,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 82,092 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,034 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: OLD MONT. RD & DEEP RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.253,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 57.6 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,  Underclear: 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: September 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: 100000130145014,  Location: 0.62 MILE WEST OF MD 103 (Lat: 39.209506,  Lng: -76.793311),  Route carried "on" structure: State highway 100,  Year Built: 1997,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 82,092 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,034 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: OLD MONT. RD & DEEP RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.253,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: September 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: 10000013014601,  Location: 1.35 MILE NORTH OF I-95 (Lat: 39.207611,  Lng: -76.782558),  Route carried "on" structure: State highway 100,  Year Built: 1997,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 12,911 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,204 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 100,  Facility Carried by Structure: MD 103
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 100000130153013,  Location: 0.84 MILE WEST OF MD 108 (Lat: 39.191064,  Lng: -76.810939),  Route carried "on" structure: State highway 175,  Year Built: 2001,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 30,855 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,112 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SNOWDEN RIVER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.685,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 100000130153014,  Location: 0.84 MILE WEST OF MD 108 (Lat: 39.191328,  Lng: -76.811597),  Route carried "on" structure: State highway 175,  Year Built: 2001,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 32,168 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,819 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SNOWDEN RIVER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.685,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 10000013015901,  Location: 750' E TEN OAKS ROAD (Lat: 39.229950,  Lng: -76.973783),  Route carried "on" structure: County highway 2289,  Year Built: 2013,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 4,275 (year 2010),  Average Future Daily Traffic: 6,400 (year 2030),  Features Intersected: MD 32,  Facility Carried by Structure: LINDEN CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.228,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 34.0 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: 32.4 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up

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Structure Number: 200000HO000801,  Location: 0.6 MI N OF MD RTE 108 (Lat: 39.226314,  Lng: -76.936136),  Route carried "on" structure: County highway 80,  Year Built: 1997,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,027 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,600 (year 2011),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE PATUXENT RIVER,  Facility Carried by Structure: SHEPPARD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 87.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.48m (100.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $834,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $1,041,000,  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: 200000HO001003,  Location: 1.0 M N Snowden River Pkw (Lat: 39.187925,  Lng: -76.829581),  Route carried "on" structure: County highway 128,  Year Built: 1975,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 13,335 (year 1994),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,010 (year 2010),  Features Intersected: ELKHORN BRANCH OF LITTLE,  Facility Carried by Structure: OAKLAND MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.781,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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 2021

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Structure Number: 200000HO001101,  Location: 0.04 MI W OF MD RTE 108 (Lat: 39.188256,  Lng: -76.797628),  Route carried "on" structure: County highway 129,  Year Built: 1991,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 6,274 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,000 (year 2015),  Design Load: HS 20,  Features Intersected: DORSEY RUN,  Facility Carried by Structure: LARK BROWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 76.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 200000HO001601,  Location: 1.3 MI N OF MD RTE 108 (Lat: 39.236772,  Lng: -76.940508),  Route carried "on" structure: County highway 80,  Year Built: 1983,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,124 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,800 (year 2015),  Features Intersected: MIDDLE PATUXENT RIVER,  Facility Carried by Structure: SHEPPARD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  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: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000HO002001,  Location: 2.7 MI S OF MD RTE 144 (Lat: 39.256247,  Lng: -76.927728),  Route carried "on" structure: County highway 80,  Year Built: 1922,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,489 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,600 (year 2015),  Features Intersected: MIDDLE PATUXENT RIVER,  Facility Carried by Structure: FOLLY QUARTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 200000HO002202,  Location: 0.4 MI W OF FOLLY QUARTER (Lat: 39.266333,  Lng: -76.928736),  Route carried "on" structure: County highway 74,  Year Built: 1975,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,346 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,090 (year 2015),  Features Intersected: MIDDLE PATUXENT RIVER,  Facility Carried by Structure: CARROLL MILL ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000HO003602,  Location: 0.08 MILE WEST OF US 29 (Lat: 39.207906,  Lng: -76.857081),  Route carried "on" structure: ServiceState highway 986K,  Year Built: 2004,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 4,200 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,750 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: LITTLE PATUXENT RIVER,  Facility Carried by Structure: SOUTH ENTRANCE ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 72.1 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: 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: 200000HO005501,  Location: 0.5 MI W OF US RTE 29 (Lat: 39.200697,  Lng: -76.822008),  Route carried "on" structure: County highway 83,  Year Built: 1935,  Year Reconstructed: 1982,  Status: Posted for load,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 10 (year 1993),  Average Future Daily Traffic: 10 (year 2015),  Design Load: H 15,  Features Intersected: LITTLE PATUXENT RIVER,  Facility Carried by Structure: OLD MONTGOMERY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $2,000,  Total Project Cost: $2,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000HO006401,  Location: 0.01 MI E OF US RTE 29 (Lat: 39.168264,  Lng: -76.883219),  Route carried "on" structure: County highway 78,  Year Built: 1920,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,484 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,130 (year 2010),  Features Intersected: MIDDLE PATUXENT RIVER,  Facility Carried by Structure: OLD COLUMBIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 200000HO007803,  Location: .03 MI W OF YOUNGHEART (Lat: 39.195056,  Lng: -76.848436),  Route carried "on" structure: County highway 1173,  Year Built: 1972,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 915 (year 1995),  Truck Traffic: 4%,  Average Future Daily Traffic: 915 (year 2015),  Features Intersected: LITTLE PATUXENT RIVER,  Facility Carried by Structure: SANDCHAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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

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Structure Number: 200000HO010901,  Location: 0.1 MI E PHELPS LUCK (Lat: 39.213303,  Lng: -76.820700),  Route carried "on" structure: County highway 991,  Year Built: 1970,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 10,941 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,000 (year 2015),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: TAMAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000HO011201,  Location: 0.4 MI E BROKENLAND PKWY (Lat: 39.185722,  Lng: -76.843586),  Route carried "on" structure: County highway 1160,  Year Built: 1972,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 8,471 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,036 (year 2010),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: CRADLEROCK WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 59.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000HO012601,  Location: 1.0 MI S OF MD RTE 175 (Lat: 39.180758,  Lng: -76.824731),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 35,944 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,100 (year 2010),  Design Load: HS 20,  Features Intersected: ROBERT FULTON DRIVE,  Facility Carried by Structure: SNOWDEN RIVER PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000HO012801,  Location: 1.0 MI S OF MD RTE 175 (Lat: 39.180353,  Lng: -76.824831),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 4.25m (13.94ft),  Average Daily Traffic: 35,944 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,100 (year 2010),  Features Intersected: ROBERT FULTON DRIVE,  Facility Carried by Structure: SNOWDEN RIVER PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000HO013101,  Location: 0.04 MI N BERGER RD (Lat: 39.168322,  Lng: -76.850700),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 10.19m (33.43ft),  Average Daily Traffic: 8,192 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,000 (year 2037),  Design Load: HS 20,  Features Intersected: MIDDLE PATUXENT RIVER,  Facility Carried by Structure: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 200000HO013701,  Location: 0.5 MI N OF L. PATUX PKWY (Lat: 39.230969,  Lng: -76.851525),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 6,934 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,500 (year 2015),  Features Intersected: LITTLE PATUXENT RIVER,  Facility Carried by Structure: COLUMBIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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 2020,  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: 200000HO014303,  Location: 0.1 MI W OF OLD MONGOMER (Lat: 39.202653,  Lng: -76.801556),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 11,824 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,000 (year 2011),  Features Intersected: DORSEY RUN,  Facility Carried by Structure: TAMAR DRIVE
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 200000HO014503,  Location: 0.3 MI W OF MD RTE 108 (Lat: 39.193772,  Lng: -76.797856),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 605 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 644 (year 2015),  Features Intersected: DORSEY RUN,  Facility Carried by Structure: SUMMER CLOUD WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: 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: March 2021

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Structure Number: 200000HO014901,  Location: 0.1 MI E OF US 29 (Lat: 39.199411,  Lng: -76.855803),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 5,350 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,700 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: LITTLE PATUXENT RIVER,  Facility Carried by Structure: STEVENS FOREST ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 200000HO015201,  Location: 0.125 MI S OF MD RTE 32 (Lat: 39.170083,  Lng: -76.853225),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 21,288 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,000 (year 2015),  Design Load: HS 20,  Features Intersected: LITTLE PATUXENT RIVER,  Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 200000HO015503,  Location: 0.2 MI N OF GOV WARFIELD (Lat: 39.223092,  Lng: -76.857625),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 31,936 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,000 (year 2015),  Features Intersected: WILDE LAKE BRANCH,  Facility Carried by Structure: LITTLE PATUXENT PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 2020

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Structure Number: 200000HO017903,  Location: .01 MI S FOLLY QUARTER RD (Lat: 39.257161,  Lng: -76.966261),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 395 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 425 (year 2015),  Design Load: HS 20,  Features Intersected: BENSON BRANCH,  Facility Carried by Structure: BUCKSKIN LAKE DRIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 100000130061013,  Location: 1.38 M S OF MD 103 (Lat: 39.177967,  Lng: -76.788578),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 197,902 (year 2012),  Features Intersected: IS 95,  Facility Carried by Structure: MD 175 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.433,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 100000130061014,  Location: 1.28 M S OF MD 103 (Lat: 39.177861,  Lng: -76.790631),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 197,902 (year 2012),  Features Intersected: IS 95,  Facility Carried by Structure: MD 175 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.272,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 10000013007301,  Location: 0.71 MILE SOUTH OF MD 32 (Lat: 39.154608,  Lng: -76.837450),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 186,750 (year 2009),  Features Intersected: IS 95 SBR,  Facility Carried by Structure: VOLLMERHAUSEN RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 5.422,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 100000130086013,  Location: 1.11 M S OF MD 108 (Lat: 39.225497,  Lng: -76.845333),  Route carried "under" structure: US 29,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 84,163 (year 2009),  Features Intersected: US 29,  Facility Carried by Structure: MD 175 EBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.454,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 100000130086014,  Location: 1.11 M S OF MD 108 (Lat: 39.225592,  Lng: -76.846281),  Route carried "under" structure: US 29,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 84,163 (year 2009),  Features Intersected: US 29,  Facility Carried by Structure: MD 175 WBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.454,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 100000130100013,  Location: 1.0 MI N OF IS 95 (Lat: 39.166833,  Lng: -76.839361),  Route carried "under" structure: County highway 1834,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,180 (year 2006),  Features Intersected: GUILFORD ROAD,  Facility Carried by Structure: MD 32 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 100000130100014,  Location: 1.0 MI N OF IS 95 (Lat: 39.166922,  Lng: -76.838817),  Route carried "under" structure: County highway 1834,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,180 (year 2006),  Features Intersected: GUILFORD ROAD,  Facility Carried by Structure: MD 32 WBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 100000130101013,  Location: 2.93 MILE NORTH OF MD 216 (Lat: 39.181531,  Lng: -76.874981),  Route carried "under" structure: US 29,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 66,903 (year 2009),  Features Intersected: US 29,  Facility Carried by Structure: MD 32 EBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 6.935,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 100000130101014,  Location: 3.22 MI N OF IS 95 (Lat: 39.181700,  Lng: -76.874022),  Route carried "under" structure: US 29,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 66,903 (year 2009),  Features Intersected: US 29,  Facility Carried by Structure: MD 32 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 6.870,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 10000013010201,  Location: 0.75 MI N OF MD 732 (Lat: 39.175883,  Lng: -76.860161),  Route carried "under" structure: State highway 32,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 81,712 (year 2009),  Features Intersected: MD 32,  Facility Carried by Structure: SHAKER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.721,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 10000013010301,  Location: 0.47 MI N OF MD 732A (Lat: 39.173706,  Lng: -76.850397),  Route carried "under" structure: State highway 32,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 81,712 (year 2009),  Features Intersected: MD 32,  Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.836,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 10000013012401,  Location: 0.71 MILE SOUTH OF MD 32 (Lat: 39.154608,  Lng: -76.837450),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 186,750 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 95 NBR,  Facility Carried by Structure: VOLLMERHAUSEN ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 5.422,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 10000013012701,  Location: 1.64 miles north of md 32 (Lat: 39.201186,  Lng: -76.857558),  Route carried "under" structure: Ramp US 29,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 13,596 (year 2006),  Truck Traffic: 8%,  Features Intersected: US 29 RAMP 'D'(1),  Facility Carried by Structure: BROKEN LAND PK'WY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.574,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 10000013012801,  Location: 1.77 MILES NORTH OF MD 32 (Lat: 39.203697,  Lng: -76.857992),  Route carried "under" structure: US 29,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 73,292 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 29
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 9.783,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 10000013012901,  Location: 1.64 MILES NORTH OF MD 32 (Lat: 39.202261,  Lng: -76.859800),  Route carried "under" structure: US 29,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 73,292 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 29,  Facility Carried by Structure: BROKEN LAND PK'WY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 9.574,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 10000013013101,  Location: 0.38 MILE NORTH OF MD 32 (Lat: 39.189833,  Lng: -76.869561),  Route carried "under" structure: US 29,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 66,903 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 29 AND RAMP 'I'(7),  Facility Carried by Structure: SENECA DRIVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.981,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 10000013013301,  Location: 1.21 M N OF GREAT STAR DR (Lat: 39.207453,  Lng: -76.941992),  Route carried "under" structure: State highway 32,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 28,072 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 32,  Facility Carried by Structure: MD 108
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 16.814,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 10000013013701,  Location: 1.21 MILE SOUTH OF MD 108 (Lat: 39.196744,  Lng: -76.924267),  Route carried "under" structure: State highway 32,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 39,762 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 32,  Facility Carried by Structure: GREAT STAR DRIVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 14.867,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 10000013014601,  Location: 1.17 MILES WEST OF IS 95 (Lat: 39.207611,  Lng: -76.782558),  Route carried "under" structure: State highway 100,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 84,712 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 100,  Facility Carried by Structure: MD 103
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.257,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 200000HO013313,  Location: 0.4 MI N SOUTH ENTR RD (Lat: 39.211189,  Lng: -76.855675),  Route carried "under" structure: US 29,  Year Built: 1983,  Structure Length: 0. m,  Features Intersected: US 29 AND LITTLE PATUXEN,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)