Bridge Statistics for Glen Allen, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 3602,  Location: 1.11 FR 623 & .47 TO 644 (Lat: 36.723911,  Lng: -77.934447),  Route carried "on" structure: US 58,  Year Built: 1966,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 3,967 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,555 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MEHERRIN RIVER,  Facility Carried by Structure: GOV.HARRISON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 619.188,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.65m (41.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $498,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $700,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9364,  Location: 0.36 fr 661 & 0.06 to 719 (Lat: 37.695772,  Lng: -77.463333),  Route carried "on" structure: US 1,  Year Built: 1923,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 13,221 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,863 (year 2040),  Design Load: H 15,  Features Intersected: STONEY RUN,  Facility Carried by Structure: WASHINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.632,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $27,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9398,  Location: 0.99 Fr 835 & 1.65 To 802 (Lat: 37.698472,  Lng: -77.449300),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 53,485 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 74,879 (year 2040),  Design Load: HS 20,  Features Intersected: LICKINGHOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.238,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: January 2021

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Structure Number: 9399,  Location: 0.97 Fr 835 & 1.67 To 802 (Lat: 37.697319,  Lng: -77.448608),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 71,407 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 99,970 (year 2040),  Design Load: HS 20,  Features Intersected: LICKINGHOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.206,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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: January 2021

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Structure Number: 94,  Location: 0.18 Fr 835 & 2.46 To 802 (Lat: 37.686394,  Lng: -77.451975),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 115,136 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 161,190 (year 2040),  Design Load: HS 20,  Features Intersected: STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.919,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: January 2021

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Structure Number: 9502,  Location: 0.0 TO HENRICO CO LINE (Lat: 37.694097,  Lng: -77.491453),  Route carried "on" structure: County highway 626,  Year Built: 1983,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 2,577 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,608 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHICKAHOMINY RIVER,  Facility Carried by Structure: OLD WASHINGTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9532,  Location: 0.10 FR 95 & 0.78 TO 637 (Lat: 37.684719,  Lng: -77.449150),  Route carried "on" structure: County highway 835,  Year Built: 1960,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,216 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,738 (year 2040),  Design Load: HS 20,  Features Intersected: STONY RUN CREEK,  Facility Carried by Structure: King's Charter Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 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: December 2020

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Structure Number: 954,  Location: 1.10 TO 33 & 0.60 TO 625 (Lat: 37.705106,  Lng: -77.537306),  Route carried "on" structure: County highway 660,  Year Built: 1970,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 907 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,136 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GRASSY SWAMP CREEK,  Facility Carried by Structure: WINNS CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.765,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: June 2021

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Structure Number: 9541,  Location: 0.20 fr DEAD END (Lat: 37.692936,  Lng: -77.459869),  Route carried "on" structure: County highway 661,  Year Built: 1919,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 127 (year 2020),  Average Future Daily Traffic: 178 (year 2040),  Design Load: H 10,  Features Intersected: STONY RUN,  Facility Carried by Structure: OLD TELEGRAPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.550,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $430,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9622,  Location: 0.04TELEGR RD0.17F-110 (Lat: 37.663711,  Lng: -77.449519),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 22.46m (73.69ft),  Average Daily Traffic: 3,605 (year 2020),  Average Future Daily Traffic: 3,966 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-95 & I-95 CONN,  Facility Carried by Structure: VA CENTER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 963,  Location: 0.40 FR 1 & 1.30 MAG PKWY (Lat: 37.640142,  Lng: -77.452831),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 550 (year 1987),  Truck Traffic: 2%,  Average Future Daily Traffic: 770 (year 2025),  Design Load: H 20,  Features Intersected: I 95,  Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $120,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9682,  Location: .55 MTN RD/1.13 OLD WASH (Lat: 37.681183,  Lng: -77.522581),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 12.64m (41.47ft),  Average Daily Traffic: 2,285 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,199 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-295,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9688,  Location: .25frMNT & .35 to 625 (Lat: 37.666728,  Lng: -77.484847),  Route carried "on" structure: County highway 7663,  Year Built: 1980,  Status: Open,  Structure Length: 11.30m (37.07ft),  Average Daily Traffic: 7,177 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,234 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-295,  Facility Carried by Structure: WOODMAN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 7.916,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.4m (129.3ft),  Curb-To-Curb Width: 31.0m (101.7ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9698,  Location: 0.62 TO WOODMAN ROAD (Lat: 37.665000,  Lng: -77.497500),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 7,751 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,033 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH RUN CREEK,  Facility Carried by Structure: MOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.088,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2022

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Structure Number: 9828,  Location: 0.44 RTE 1 & 1.9 RTE 301 (Lat: 37.636089,  Lng: -77.452097),  Route carried "on" structure: State highway 73,  Year Built: 1978,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 14,380 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,133 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: WBL PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.647,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $438,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 983,  Location: .44 FR RT 1/.84 TO RT 301 (Lat: 37.635725,  Lng: -77.452011),  Route carried "on" structure: State highway 73,  Year Built: 1962,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 14,380 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,133 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: EBL PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.640,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $438,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9839,  Location: Henrico Hanover Cty Line (Lat: 37.680036,  Lng: -77.450792),  Route carried "on" structure: Interstate 95,  Year Built: 1961,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 115,136 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 161,190 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHICKAHOMINY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.211,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 60.8m (199.5ft),  Out-to-Out Width: 62.6m (205.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 984,  Location: 1.4 TO 295W & .3 HANOVER (Lat: 37.677453,  Lng: -77.449694),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 115,136 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 161,190 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.857,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 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: December 2020

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Structure Number: 9846,  Location: 0.36I-295 & 1.31HANOV CO (Lat: 37.662886,  Lng: -77.448431),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 18.65m (61.19ft),  Average Daily Traffic: 52,116 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,962 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 0095 CONNECTIONS
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 136.845,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 68.3m (224.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9848,  Location: 0.70I-95 SBL 0.70I-295 EB (Lat: 37.657594,  Lng: -77.445578),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 20,466 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,652 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WBL ROUTE 0295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 985,  Location: 0.60I-295 WBL0.80I-95 NBL (Lat: 37.656897,  Lng: -77.443803),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 20,455 (year 2020),  Average Future Daily Traffic: 28,637 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WBL ROUTE 0295
Minimum Vertical Clearance: 21.28m (69.82ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 90.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9852,  Location: 0.6 FR I-95 & 0.8TO I-295 (Lat: 37.659100,  Lng: -77.445892),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20,455 (year 2020),  Average Future Daily Traffic: 28,637 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TURNER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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: November 2020

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Structure Number: 9896,  Location: 2.07 TO 33 & 1.23 TO WDMN (Lat: 37.676647,  Lng: -77.503392),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 10.31m (33.83ft),  Average Daily Traffic: 27,534 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,548 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD WASH HWY & CSX TRANS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.895,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9917,  Location: 0.77 TO WOODMAN ROAD (Lat: 37.660625,  Lng: -77.473381),  Route carried "on" structure: Interstate 295,  Year Built: 1980,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 30,682 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,955 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.113,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9919,  Location: 0.75 TO WOODMAN ROAD (Lat: 37.661336,  Lng: -77.473575),  Route carried "on" structure: Interstate 295,  Year Built: 1980,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 30,190 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,266 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.081,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9921,  Location: 2.32 TO NUCKOLS RD (Lat: 37.680225,  Lng: -77.540619),  Route carried "on" structure: Interstate 295,  Year Built: 1981,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 27,330 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,262 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.533,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9923,  Location: 2.32 TO 695 (Lat: 37.680972,  Lng: -77.540744),  Route carried "on" structure: Interstate 295,  Year Built: 1981,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 26,579 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,211 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.533,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9925,  Location: 0.51 FR 1 & 1.18 TO HCL (Lat: 37.657111,  Lng: -77.451039),  Route carried "on" structure: Interstate 295,  Year Built: 1981,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,000 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.213,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9927,  Location: 0.51 TO 1 & 1.18 TO HCL (Lat: 37.658314,  Lng: -77.450872),  Route carried "on" structure: Interstate 295,  Year Built: 1981,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 22,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,500 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 0095
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.213,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9929,  Location: 0.51 FR 1 TO 1.18 HAN CL (Lat: 37.657442,  Lng: -77.450989),  Route carried "on" structure: Interstate 295,  Year Built: 1981,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 16,236 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,730 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.213,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9931,  Location: 0.51 FR 1 TO 1.18 H AN CL (Lat: 37.657986,  Lng: -77.450931),  Route carried "on" structure: Interstate 295,  Year Built: 1981,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 16,905 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,667 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.213,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9943,  Location: 0.18 FR 1 & 0.34 TO I-95 (Lat: 37.658675,  Lng: -77.456603),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 16,905 (year 2020),  Average Future Daily Traffic: 23,667 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.618,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2020

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Structure Number: 23185,  Location: 1.1 FR 295 & .3 TO HANOVR (Lat: 37.676525,  Lng: -77.461078),  Route carried "on" structure: US 1,  Year Built: 1991,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 18,282 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,311 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.449,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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 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: 24622,  Location: 0.21 FR 782 & 0.85 TO 637 (Lat: 37.683544,  Lng: -77.452606),  Route carried "on" structure: County highway 835,  Year Built: 1996,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 5,216 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,738 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: KINGS ACRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24633,  Location: 0.01 TO RTE 1 (Lat: 37.651744,  Lng: -77.459447),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 300 (year 1996),  Average Future Daily Traffic: 500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: NEW YORK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: December 2021

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Structure Number: 24634,  Location: 0.00 TO PENNSYLANIA AVE (Lat: 37.650800,  Lng: -77.459642),  Route carried "on" structure: US 1,  Year Built: 1996,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 20,692 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,006 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.606,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 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: November 2021

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Structure Number: 24636,  Location: 0.00 TO GEORGIA AVE (Lat: 37.647475,  Lng: -77.459792),  Route carried "on" structure: US 1,  Year Built: 1996,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 20,692 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,006 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.268,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 54.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 24904,  Location: 0.0 HANOVE CO 0.0HENRIC C (Lat: 37.680108,  Lng: -77.461536),  Route carried "on" structure: US 1,  Year Built: 1997,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 18,282 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,311 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHICKAHOMINY RIVER,  Facility Carried by Structure: WASHINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.872,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.2m (66.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2636,  Location: 0.35 FR 623 & 0.80 TO 637 (Lat: 37.688064,  Lng: -77.452428),  Route carried "on" structure: County highway 656,  Year Built: 2004,  Status: Open,  Structure Length: 13.48m (44.23ft),  Average Daily Traffic: 26,645 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,303 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 95 & LICKINGHOLE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26361,  Location: 0.20 FR 782 & 1.00 TO 637 (Lat: 37.687489,  Lng: -77.456789),  Route carried "on" structure: County highway 656,  Year Built: 2004,  Status: Open,  Structure Length: 19.78m (64.90ft),  Average Daily Traffic: 1,093 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,530 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP E1 & STONY RUN CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 6,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26362,  Location: .20 656 WBL & .80 95 SBL (Lat: 37.690631,  Lng: -77.449753),  Route carried "on" structure: Ramp County highway 656,  Year Built: 2004,  Status: Open,  Structure Length: 18.23m (59.81ft),  Average Daily Traffic: 8,158 (year 2020),  Average Future Daily Traffic: 11,421 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 95 & LICKINGHOLE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26363,  Location: .85 656 WBL & .15 95 SBL (Lat: 37.686017,  Lng: -77.453919),  Route carried "on" structure: Ramp County highway 656,  Year Built: 2004,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 6,470 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,059 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STONY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing