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Bridge Statistics for Ann Arbor, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2


National Bridge Inventory (NBI) Statistics
Number of bridges: 57
Total length: 406 meters (1,332ft)
Total costs: $6,732,000
Total average daily traffic: 1,453,979
Total average daily truck traffic: 128,414
National Bridge Inventory (NBI) Registered Bridges for Ann Arbor
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New bridges - Historical Statistics

  • 1900-1909: 4
  • 1910-1919: 0
  • 1920-1929: 1
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 8
  • 1960-1969: 20
  • 1970-1979: 8
  • 1980-1989: 3
  • 1990-1999: 6
  • 2000-2009: 6

Reconstructed bridges - Historical Statistics

  • 1970-1979: 3
  • 1980-1989: 1
  • 1990-1999: 0
  • 2000-2009: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 1083,  Location: IN ANN ARBOR (Lat: 42.237128,  Lng: -83.730742),  Route carried "on" structure: Interstate 94,  Year Built: 1954,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 78,348 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 90,534 (year 2018),  Design Load: HS 20,  Features Intersected: AA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.139,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $46,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10831,  Location: IN ANN ARBOR (Lat: 42.281561,  Lng: -83.784111),  Route carried "on" structure: Interstate 94,  Year Built: 1956,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 55,510 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 60,021 (year 2018),  Design Load: HS 20,  Features Intersected: I-94 BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.396,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $67,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10834,  Location: IN ANN ARBOR (Lat: 42.245600,  Lng: -83.763317),  Route carried "on" structure: City street 2006,  Year Built: 1974,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 23,043 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,347 (year 2025),  Design Load: H 20,  Features Intersected: I-94,  Facility Carried by Structure: SALINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.060,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10835,  Location: S LIMITS ANN ARBOR (Lat: 42.237044,  Lng: -83.739133),  Route carried "on" structure: City street 2006,  Year Built: 1972,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 30,883 (year 2010),  Average Future Daily Traffic: 33,971 (year 2025),  Design Load: H 20,  Features Intersected: I-94,  Facility Carried by Structure: STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.078,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 35.9m (117.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.92m (22.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $581,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $494,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10836,  Location: IN ANN ARBOR (Lat: 42.237375,  Lng: -83.720089),  Route carried "on" structure: County highway 2006,  Year Built: 1954,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 350 (year 1978),  Average Future Daily Traffic: 350 (year 1977),  Design Load: HS 15,  Features Intersected: I-94,  Facility Carried by Structure: STONE SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10837,  Location: 0.8 MI W OF US-23 (Lat: 42.232192,  Lng: -83.699872),  Route carried "on" structure: County highway 2006,  Year Built: 1998,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 14,700 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2013),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: PLATT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.555,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 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: 40.3m (132.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  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: 10842,  Location: SOUTH LIMITS OF ANN ARBOR (Lat: 42.230264,  Lng: -83.695417),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 14,670 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,000 (year 2013),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: ELLSWORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 460,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.2m (200.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  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: 10865,  Location: IN ANN ARBOR (PACKARD RD) (Lat: 42.245486,  Lng: -83.683386),  Route carried "on" structure: US 23,  Year Built: 1962,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 39,120 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,876 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: PACKARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.152,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 143,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $374,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10866,  Location: IN ANN ARBOR (PACKARD RD) (Lat: 42.245478,  Lng: -83.683753),  Route carried "on" structure: US 23,  Year Built: 1962,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 39,120 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,876 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: PACKARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.153,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 143,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $374,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10873,  Location: IN ANN ARBOR (Lat: 42.306639,  Lng: -83.687028),  Route carried "on" structure: County highway 2006,  Year Built: 1962,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 10,000 (year 1978),  Average Future Daily Traffic: 10,000 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: US-23,  Facility Carried by Structure: PLYMOUTH-ANNARBOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.987,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 144,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10875,  Location: 1.4 MI S OF US-23 (Lat: 42.303506,  Lng: -83.744819),  Route carried "on" structure: State highway 14,  Year Built: 1956,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 27.95m (91.70ft),  Average Daily Traffic: 49,562 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 48,994 (year 2018),  Design Load: HS 20,  Features Intersected: CONRAIL & HURON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.979,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 15 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 11,  Critical Feature Inspection Date: June 11,  Underwater Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10949,  Location: 0.5 MI W OF I-94 BL (Lat: 42.285283,  Lng: -83.794450),  Route carried "on" structure: Business Interstate 94,  Year Built: 1960,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 22,470 (year 2001),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,000 (year 2021),  Design Load: HS 20,  Features Intersected: I-94 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.421,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 460,  Subroute: 93),  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10955,  Location: IN ANN ARBOR (Lat: 42.298764,  Lng: -83.765878),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 1,624 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,786 (year 2025),  Design Load: H 15,  Features Intersected: M-14,  Facility Carried by Structure: NEWPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.221,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10956,  Location: IN ANN ARBOR (Lat: 42.298131,  Lng: -83.755317),  Route carried "on" structure: State highway 14,  Year Built: 1966,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 13,648 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,021 (year 2018),  Design Load: HS 20,  Features Intersected: BEECHWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.040,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10957,  Location: IN ANN ARBOR (Lat: 42.299972,  Lng: -83.747525),  Route carried "on" structure: State highway 14,  Year Built: 2000,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 27,296 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,042 (year 2018),  Design Load: HS 25,  Features Intersected: US-23 BR HURON RIVER DRV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.750,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  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: 10958,  Location: IN ANN ARBOR (Lat: 42.301008,  Lng: -83.781042),  Route carried "on" structure: State highway 14,  Year Built: 1966,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 13,648 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,021 (year 2018),  Design Load: HS 20,  Features Intersected: MAPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.840,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10959,  Location: IN ANN ARBOR (Lat: 42.298403,  Lng: -83.755358),  Route carried "on" structure: State highway 14,  Year Built: 1966,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 13,648 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,021 (year 2018),  Design Load: HS 20,  Features Intersected: BEECHWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11065,  Location: 0.9 MI E OF US-23 BR (Lat: 42.285819,  Lng: -83.732083),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 13,898 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,356 (year 2030),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: E MEDICAL CENTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.035,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 183,  Subroute: 4),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 68.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $568,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11066,  Location: 0.5 MI E OF MAIN ST (Lat: 42.263022,  Lng: -83.741819),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 26,900 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,780 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ANN ARBOR RAILROAD,  Facility Carried by Structure: E STADIUM BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.081,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 6),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 88.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $886,000,  Roadway Improvement Cost: $622,000,  Total Project Cost: $1,508,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11067,  Location: 0.5 MI E OF MAIN ST (Lat: 42.262692,  Lng: -83.740406),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 26,900 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,780 (year 2030),  Design Load: HS 20,  Features Intersected: SOUTH STATE STREET,  Facility Carried by Structure: E STADIUM BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.204,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 6),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Critical,  Substructure: Fair,  Operating Rating: 15.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 11,  Bridge Improvement Cost: $594,000,  Roadway Improvement Cost: $690,000,  Total Project Cost: $1,284,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11069,  Location: 0.75 MI E OF US-23 BR (Lat: 42.285814,  Lng: -83.734211),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 24,986 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,986 (year 2030),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.544,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $690,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $775,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1107,  Location: 0.5 MI EAST OF WALL ST (Lat: 42.287108,  Lng: -83.725364),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 13,265 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,696 (year 2030),  Design Load: HS 25,  Features Intersected: HURON RIVER,  Facility Carried by Structure: FULLER ROAD (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.560,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 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,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $4,000,  Total Project Cost: $4,000 ( Estimate for 2011),  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: 11071,  Location: 0.5 MI EAST OF WALL ST (Lat: 42.287111,  Lng: -83.725367),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 11,721 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,102 (year 2030),  Design Load: HS 25,  Features Intersected: HURON RIVER,  Facility Carried by Structure: FULLER ROAD (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 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,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $4,000,  Total Project Cost: $4,000 ( Estimate for 2011),  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: 11072,  Location: 200 FT N OF FULLER ROAD (Lat: 42.287192,  Lng: -83.732856),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 9,021 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,577 (year 2030),  Design Load: HS 25,  Features Intersected: HURON RIVER,  Facility Carried by Structure: MAIDEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.505,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Inventory Rating: 56.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $695,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $978,000 ( Estimate for 2011),  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: 11074,  Location: 1.0 MI W OF US-23 (Lat: 42.273794,  Lng: -83.698522),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 31.06m (101.90ft),  Average Daily Traffic: 22,530 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,244 (year 2027),  Design Load: HS 20,  Features Intersected: HURON RV,GEDDES & NFS RR,  Facility Carried by Structure: HURON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.829,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.06m (101.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $21,000,  Total Project Cost: $21,000 ( Estimate for 2011),  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: 11075,  Location: 0.5 MI E OF MAIN STREET (Lat: 42.288678,  Lng: -83.740242),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 12,889 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,415 (year 2029),  Design Load: HS 25,  Features Intersected: HURON RIVER,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.785,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 71.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 11,  Bridge Improvement Cost: $5,000,  Total Project Cost: $5,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11076,  Location: 0.5 MI E OF MAIN STREET (Lat: 42.287636,  Lng: -83.742269),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 9.65m (31.66ft),  Average Daily Traffic: 23,271 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,395 (year 2022),  Design Load: HS 25,  Features Intersected: DEPOT ST & NFS RR,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.589,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 143,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 71.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $5,000,  Total Project Cost: $5,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11077,  Location: 0.4 MI E OF STATE RD (Lat: 42.244222,  Lng: -83.732017),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 20,888 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,888 (year 2030),  Design Load: HS 20,  Features Intersected: ANN ARBOR RAILROAD,  Facility Carried by Structure: EISENHOWER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.520,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $114,000,  Total Project Cost: $114,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11078,  Location: 0.5 MI E US-23 (Lat: 42.270342,  Lng: -83.667856),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 75 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 75 (year 2022),  Features Intersected: HURON RIVER,  Facility Carried by Structure: TREATMENT PLANT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $61,000,  Total Project Cost: $61,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11081,  Location: 0.75 MI E OF US-23 BR (Lat: 42.289103,  Lng: -83.731564),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,136 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,136 (year 2030),  Design Load: H 20,  Features Intersected: TRAVER CREEK,  Facility Carried by Structure: ISLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.362,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $163,000,  Total Project Cost: $163,000 ( Estimate for 2011),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13126,  Location: 0.25 MI S OF PLYMOUTH RD (Lat: 42.295442,  Lng: -83.704536),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 12,247 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,440 (year 2029),  Design Load: HS 20,  Features Intersected: PEDESTRIAN/UTILITIES,  Facility Carried by Structure: HURON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.197,  Lanes on structure: 4,  Owner: Private,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft)

Condition: Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11
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Structure Number: 10828,  Location: IN ANN ARBOR (Lat: 42.237378,  Lng: -83.719928),  Route carried "under" structure: Interstate 94,  Year Built: 1975,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 78,348 (year 2007),  Truck Traffic: 12%,  Features Intersected: I-94,  Facility Carried by Structure: PED&BIKE@STONE SCH
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.803,  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: 10831,  Location: IN ANN ARBOR (Lat: 42.281561,  Lng: -83.784111),  Route carried "under" structure: Business Interstate 94,  Year Built: 1956,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 19,996 (year 2007),  Truck Traffic: 2%,  Features Intersected: I-94 BL
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.671,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 10834,  Location: IN ANN ARBOR (Lat: 42.245600,  Lng: -83.763317),  Route carried "under" structure: Interstate 94,  Year Built: 1974,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 61,964 (year 2007),  Truck Traffic: 16%,  Features Intersected: I-94,  Facility Carried by Structure: SALINE RD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 34.084,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 10835,  Location: S LIMITS ANN ARBOR (Lat: 42.237044,  Lng: -83.739133),  Route carried "under" structure: Interstate 94,  Year Built: 1972,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 78,348 (year 2007),  Truck Traffic: 12%,  Features Intersected: I-94,  Facility Carried by Structure: STATE RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 36.445,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 10836,  Location: IN ANN ARBOR (Lat: 42.237375,  Lng: -83.720089),  Route carried "under" structure: Interstate 94,  Year Built: 1954,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 78,348 (year 2007),  Truck Traffic: 12%,  Features Intersected: I-94,  Facility Carried by Structure: STONE SCHOOL RD
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 38.018,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 10837,  Location: 0.8 MI W OF US-23 (Lat: 42.232192,  Lng: -83.699872),  Route carried "under" structure: Interstate 94,  Year Built: 1998,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 78,348 (year 2007),  Truck Traffic: 12%,  Features Intersected: I-94,  Facility Carried by Structure: PLATT RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 39.841,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 10842,  Location: SOUTH LIMITS OF ANN ARBOR (Lat: 42.230264,  Lng: -83.695417),  Route carried "under" structure: Interstate 94,  Year Built: 1995,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 78,348 (year 2007),  Truck Traffic: 12%,  Features Intersected: I-94,  Facility Carried by Structure: ELLSWORTH RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 40.229,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.2m (200.8ft)

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Structure Number: 10857,  Location: 0.5 MI E OF MAIN ST (Lat: 42.274703,  Lng: -83.733069),  Route carried "under" structure: Business US 23,  Year Built: 1968,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 34,000 (year 1995),  Truck Traffic: 4%,  Features Intersected: FOREST AVE US-23 BR,  Facility Carried by Structure: N UNIV PED WALK
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.283,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 10858,  Location: IN ANN ARBOR N MAIN ST (Lat: 42.290317,  Lng: -83.747008),  Route carried "under" structure: Business US 23,  Year Built: 1951,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 23,379 (year 2007),  Truck Traffic: 4%,  Features Intersected: US-23 BR,  Facility Carried by Structure: AA RR
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.727,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 10865,  Location: IN ANN ARBOR (PACKARD RD) (Lat: 42.245486,  Lng: -83.683386),  Route carried "under" structure: City street 2006,  Year Built: 1962,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 26,560 (year 1978),  Features Intersected: PACKARD RD,  Facility Carried by Structure: US-23NB, I-94BL
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 7.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 10866,  Location: IN ANN ARBOR (PACKARD RD) (Lat: 42.245478,  Lng: -83.683753),  Route carried "under" structure: City street 2006,  Year Built: 1962,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 26,560 (year 1978),  Features Intersected: PACKARD RD,  Facility Carried by Structure: US-23SB, I-94BL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 7.157,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 10873,  Location: IN ANN ARBOR (Lat: 42.306639,  Lng: -83.687028),  Route carried "under" structure: US 23,  Year Built: 1962,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 70,540 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-23,  Facility Carried by Structure: PLYMOUTH-ANNARBOR
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.542,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 10875,  Location: 1.4 MI S OF US-23 (Lat: 42.303506,  Lng: -83.744819),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 27.95m (91.70ft),  Average Daily Traffic: 150 (year 2005),  Features Intersected: CONRAIL & HURON RIVER,  Facility Carried by Structure: M-14 & US-23 BR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 35.589,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 10899,  Location: IN ANN ARBOR (W HURON ST) (Lat: 42.281539,  Lng: -83.752161),  Route carried "under" structure: Business Interstate 94,  Year Built: 1903,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 19,845 (year 2007),  Truck Traffic: 2%,  Features Intersected: I-94 BL,  Facility Carried by Structure: AA RR
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.357,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 10949,  Location: 0.5 MI W OF I-94 BL (Lat: 42.285283,  Lng: -83.794450),  Route carried "under" structure: Ramp Interstate 94,  Year Built: 1960,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 9,998 (year 2007),  Truck Traffic: 2%,  Features Intersected: I-94 RAMP
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 10955,  Location: IN ANN ARBOR (Lat: 42.298764,  Lng: -83.765878),  Route carried "under" structure: State highway 14,  Year Built: 1966,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 27,296 (year 2007),  Truck Traffic: 10%,  Features Intersected: M-14,  Facility Carried by Structure: NEWPORT RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 10956,  Location: IN ANN ARBOR (Lat: 42.298131,  Lng: -83.755317),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 20 (year 0 ),  Features Intersected: BEECHWOOD DRIVE,  Facility Carried by Structure: M-14 EB
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.373,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 10957,  Location: IN ANN ARBOR (Lat: 42.299972,  Lng: -83.747525),  Route carried "under" structure: Business US 23,  Year Built: 2000,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 22,036 (year 2007),  Truck Traffic: 4%,  Features Intersected: US-23 BR HURON RIVER DRV,  Facility Carried by Structure: M-14
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.227,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 10958,  Location: IN ANN ARBOR (Lat: 42.301008,  Lng: -83.781042),  Route carried "under" structure: City street 2006,  Year Built: 1966,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 2,540 (year 0 ),  Features Intersected: MAPLE RD,  Facility Carried by Structure: M-14 WB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 5.081,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 10959,  Location: IN ANN ARBOR (Lat: 42.298403,  Lng: -83.755358),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 20 (year 0 ),  Features Intersected: BEECHWOOD DRIVE,  Facility Carried by Structure: M-14 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 11067,  Location: 0.5 MI E OF MAIN ST (Lat: 42.262692,  Lng: -83.740406),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 20,420 (year 2010),  Truck Traffic: 5%,  Features Intersected: SOUTH STATE STREET,  Facility Carried by Structure: E STADIUM BLVD
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 8.948,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 11068,  Location: 0.5 MI W US-23 BR (Lat: 42.283586,  Lng: -83.751964),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 8,856 (year 1996),  Features Intersected: MILLER ROAD,  Facility Carried by Structure: ANN ARBOR RR
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 8.249,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 11074,  Location: 1.0 MI W OF US-23 (Lat: 42.273794,  Lng: -83.698522),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 31.06m (101.90ft),  Average Daily Traffic: 9,530 (year 2007),  Truck Traffic: 2%,  Features Intersected: HURON RV,GEDDES & NFS RR,  Facility Carried by Structure: HURON PARKWAY
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 4.141,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)


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