Bridge Statistics for Tempe, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 2261,  Location: 7.55 mi E Jct I 10 & (Lat: 33.435800,  Lng: -111.930700),  Route carried "on" structure: State highway 202,  Year Built: 1993,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 179,508 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 263,000 (year 2037),  Design Load: HS 20,  Features Intersected: College Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.990,  Lanes on structure: 12,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 63.7m (209.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 63.9m (209.6ft),  Out-to-Out Width: 65.6m (215.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2262,  Location: 7.55 mi E Jct I 10 & (Lat: 33.436000,  Lng: -111.930900),  Route carried "on" structure: Ramp State highway 202,  Year Built: 1993,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,922 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,932 (year 2037),  Design Load: HS 20,  Features Intersected: College Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.990,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2263,  Location: 7.71 mi E Jct I 10 & (Lat: 33.436100,  Lng: -111.926600),  Route carried "on" structure: State highway 202,  Year Built: 1994,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 224,918 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 224,928 (year 2039),  Design Load: HS 20,  Features Intersected: Scottsdale Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.408,  Lanes on structure: 11,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 56.4m (185.0ft),  Out-to-Out Width: 57.3m (188.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2265,  Location: 8.06 mi E Jct I 10 & (Lat: 33.436100,  Lng: -111.919700),  Route carried "on" structure: State highway 202,  Year Built: 1994,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 30.72m (100.79ft),  Average Daily Traffic: 195,059 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 195,069 (year 2038),  Design Load: HS 20,  Features Intersected: Indian Bend Wash
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 12.971,  Lanes on structure: 14,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 62.6m (205.4ft),  Out-to-Out Width: 64.6m (211.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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,  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2268,  Location: 1.5 mi N US60/McClintock (Lat: 33.435900,  Lng: -111.912900),  Route carried "on" structure: State highway 202,  Year Built: 1994,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 161.30m (529.20ft),  Average Daily Traffic: 82,842 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 82,852 (year 2038),  Design Load: HS 20,  Features Intersected: McClintock; Salt Rv; Ram
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.148,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 161.30m (529.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2269,  Location: 1.5 mi W US60/McClintock (Lat: 33.436200,  Lng: -111.912300),  Route carried "on" structure: State highway 202,  Year Built: 1994,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 157.61m (517.09ft),  Average Daily Traffic: 87,767 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,777 (year 2038),  Design Load: HS 20,  Features Intersected: McClintock; Salt Rv; Ram
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.148,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 38,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: High priority of corrective action,  Waterway Adequacy: Superior 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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2283,  Location: 4.5 mi E/I 10, 1.5 S/60 (Lat: 33.363900,  Lng: -111.894500),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 24,878 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,888 (year 2038),  Design Load: HS 20,  Features Intersected: SR 101L,  Facility Carried by Structure: Guadalupe Road
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 44.8m (147.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2286,  Location: 0.45 S of Elliot Rd (Lat: 33.343000,  Lng: -111.893800),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,010 (year 2041),  Design Load: HS 20,  Features Intersected: SR 101L,  Facility Carried by Structure: Conference Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2287,  Location: 3.5 mi S of 60 (Lat: 33.334900,  Lng: -111.893300),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 20,300 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,310 (year 2039),  Design Load: HS 20,  Features Intersected: SR 101L,  Facility Carried by Structure: Warner Road
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 37.6m (123.4ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2305,  Location: at Superstition TI (Lat: 33.393061,  Lng: -111.968400),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1995,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 26,749 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,759 (year 2037),  Design Load: HS 20,  Features Intersected: Southern Avenue,  Facility Carried by Structure: Ramp S-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.837,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2306,  Location: 2.8 mi S of Jct US 60 (Lat: 33.349100,  Lng: -111.972700),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 50,600 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,610 (year 2035),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: Elliot Road
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 233,  Location: 1.6 mi E junction I-10 (Lat: 33.291800,  Lng: -111.945600),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 27,200 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,210 (year 2038),  Design Load: HS 20,  Features Intersected: L 202,  Facility Carried by Structure: Kyrene Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2331,  Location: 3.6 mi E junction I-10 (Lat: 33.291300,  Lng: -111.911200),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,010 (year 2038),  Design Load: HS 20,  Features Intersected: L 202,  Facility Carried by Structure: McClintock Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2341,  Location: SR 101 / SR 202 TI (Lat: 33.436100,  Lng: -111.890800),  Route carried "on" structure: State highway 101,  Year Built: 1999,  Status: Open,  Structure Length: 37.28m (122.31ft),  Average Daily Traffic: 81,465 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 81,475 (year 2037),  Design Load: HS 20,  Features Intersected: Salt River & Ramp W-S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.883,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2342,  Location: SR 101 / SR 202 TI (Lat: 33.436100,  Lng: -111.891100),  Route carried "on" structure: State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 37.28m (122.31ft),  Average Daily Traffic: 48,155 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,155 (year 2037),  Design Load: HS 20,  Features Intersected: Salt River & Ramp W-S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.883,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2344,  Location: NW Quadrant of 202 / 101 (Lat: 33.438300,  Lng: -111.891800),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 57.39m (188.29ft),  Average Daily Traffic: 5,862 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 211,855 (year 2040),  Design Load: HS 20,  Features Intersected: Salt River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.900,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2345,  Location: NE Quadrant of 101 / 202 (Lat: 33.436300,  Lng: -111.889600),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 22.49m (73.79ft),  Average Daily Traffic: 5,862 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 211,885 (year 2040),  Design Load: HS 20,  Features Intersected: Salt River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.916,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2347,  Location: at Superstition TI (Lat: 33.389250,  Lng: -111.969000),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1995,  Status: Open,  Structure Length: 33.44m (109.71ft),  Average Daily Traffic: 15,087 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,097 (year 2038),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: Ramp S-E
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 249.851,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2348,  Location: 0.7 mi S Jct US 60 (Lat: 33.378461,  Lng: -111.967600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1995,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 149,898 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 149,908 (year 2037),  Design Load: HS 20,  Features Intersected: Baseline Road,  Facility Carried by Structure: Ramp WB C-D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.058,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2349,  Location: 0.7 mi S Jct US 60 (Lat: 33.378461,  Lng: -111.968000),  Route carried "on" structure: Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 14,989 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,999 (year 2037),  Design Load: HS 20,  Features Intersected: Baseline Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.058,  Lanes on structure: 9,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 57.0m (187.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 57.0m (187.0ft),  Out-to-Out Width: 58.7m (192.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 235,  Location: 0.37 mi E Jct I 10 (Lat: 33.387300,  Lng: -111.961100),  Route carried "on" structure: US 60,  Year Built: 1995,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 95,506 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 95,516 (year 2039),  Design Load: HS 20,  Features Intersected: Priest Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 277.403,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to 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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2351,  Location: 0.37 mi E Jct I 10 (Lat: 33.387600,  Lng: -111.961100),  Route carried "on" structure: US 60,  Year Built: 1995,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 111,977 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 111,987 (year 2039),  Design Load: HS 20,  Features Intersected: Priest Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 277.403,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to 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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2357,  Location: 0.33 mi S Jct SL 202 (Lat: 33.429100,  Lng: -111.891100),  Route carried "on" structure: State highway 101,  Year Built: 1995,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 125,560 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 114,309 (year 2039),  Design Load: HS 20,  Features Intersected: Rio Salado Parkway
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 83.847,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2359,  Location: Price Road Freeway (Lat: 33.429400,  Lng: -111.891600),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1994,  Status: Open,  Structure Length: 20.76m (68.11ft),  Average Daily Traffic: 49,713 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,723 (year 2041),  Design Load: HS 20,  Features Intersected: Rio Salado Parkway
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 83.766,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2367,  Location: at Superstition TI (Lat: 33.387400,  Lng: -111.964700),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1995,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 74,949 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 74,959 (year 2037),  Design Load: HS 20,  Features Intersected: Western Canal,  Facility Carried by Structure: Ramp N-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.124,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2368,  Location: at Superstition TI (Lat: 33.387700,  Lng: -111.962300),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1995,  Status: Open,  Structure Length: 64.22m (210.70ft),  Average Daily Traffic: 149,898 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 149,908 (year 2037),  Design Load: HS 20,  Features Intersected: I 10; Ramp S-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.173,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2375,  Location: SW Quadrant of 101/202 TI (Lat: 33.432000,  Lng: -111.891500),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1995,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 7,538 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,548 (year 2041),  Design Load: HS 20,  Features Intersected: Ramp 202E to 101N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.235,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2376,  Location: S Half of 101/202 TI (Lat: 33.431900,  Lng: -111.890900),  Route carried "on" structure: State highway 101,  Year Built: 1999,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 57,231 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,241 (year 2038),  Design Load: HS 20,  Features Intersected: L101/L202 Ramp E-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.235,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2377,  Location: S Half of L101/L202 TI (Lat: 33.431900,  Lng: -111.891200),  Route carried "on" structure: State highway 101,  Year Built: 1995,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 52,946 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 52,956 (year 2038),  Design Load: HS 20,  Features Intersected: L101/L202 Ramp E-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.235,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2378,  Location: S Half of L101/L202 TI (Lat: 33.432000,  Lng: -111.890600),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1995,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 7,173 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,183 (year 2038),  Design Load: HS 20,  Features Intersected: L101/L202 Ramp E-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.235,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2379,  Location: at Jct SL 101 & SL 202 (Lat: 33.434900,  Lng: -111.892900),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1995,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 10,344 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,354 (year 2038),  Design Load: HS 20,  Features Intersected: SL 202
Minimum Vertical Clearance: 19.13m (62.76ft),  Kilometerpoint: 82.463,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 238,  Location: SE Quadrant 101/202 TI (Lat: 33.430900,  Lng: -111.890100),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 17.80m (58.40ft),  Average Daily Traffic: 13,888 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,898 (year 2038),  Design Load: HS 20,  Features Intersected: none
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.833,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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,  Waterway Adequacy: Better than present minimum 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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2381,  Location: SR 101/202 Interchange (Lat: 33.433700,  Lng: -111.890800),  Route carried "on" structure: State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 57,579 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,589 (year 2037),  Design Load: HS 20,  Features Intersected: SR 202L
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 82.672,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2382,  Location: 101/202 Interchange (Lat: 33.433800,  Lng: -111.891200),  Route carried "on" structure: State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 48,155 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,165 (year 2037),  Design Load: HS 20,  Features Intersected: SR 202
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 82.672,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2383,  Location: SW Quadrant 101/202 TI (Lat: 33.433100,  Lng: -111.892800),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 10,344 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,354 (year 2037),  Design Load: HS 20,  Features Intersected: Ramp Under 202E to 101N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.688,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Equal 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: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2486,  Location: S Quadrant of 101/60 TI (Lat: 33.383500,  Lng: -111.891200),  Route carried "on" structure: State highway 101,  Year Built: 1999,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 83,762 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,772 (year 2040),  Design Load: HS 20,  Features Intersected: Ramp W to N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.997,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2487,  Location: S Quad of US 60/ SR 101 T (Lat: 33.383500,  Lng: -111.891500),  Route carried "on" structure: State highway 101,  Year Built: 1997,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 100,339 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,349 (year 2040),  Design Load: HS 20,  Features Intersected: Ramp W to N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.675,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2488,  Location: N Quadrant of 60/101 TI (Lat: 33.387900,  Lng: -111.891000),  Route carried "on" structure: State highway 101,  Year Built: 1998,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 83,762 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,772 (year 2040),  Design Load: HS 20,  Features Intersected: Ramp E to S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.310,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2489,  Location: N Quadrant 60/101 TI (Lat: 33.387900,  Lng: -111.891300),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 57,381 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,391 (year 2040),  Design Load: HS 20,  Features Intersected: Ramp E to S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.310,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 264,  Location: 2.42 mi E Jct I 10 (Lat: 33.385300,  Lng: -111.926700),  Route carried "on" structure: ,  Year Built: 2002,  Status: Open,  Structure Length: 7.38m (24.21ft),  Design Load: Pedestrian,  Features Intersected: US 60,  Facility Carried by Structure: Ped Bridge
Minimum Vertical Clearance: 2.44m (8.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 10,  Owner: State Highway Agency,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2641,  Location: 3.42 mi E Jct I 10 (Lat: 33.385400,  Lng: -111.908900),  Route carried "on" structure: ,  Year Built: 2002,  Status: Open,  Structure Length: 7.38m (24.21ft),  Design Load: Pedestrian,  Features Intersected: US 60,  Facility Carried by Structure: Ped Bridge
Kilometerpoint: 0.000,  Lanes under structure: 12,  Owner: State Highway Agency,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 27,  Location: I-10 and US 60 Jct (Lat: 33.391139,  Lng: -111.967600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2002,  Status: Open,  Structure Length: 37.03m (121.49ft),  Average Daily Traffic: 15,087 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,097 (year 2038),  Design Load: HS 20,  Features Intersected: I-10 WB
Minimum Vertical Clearance: 7.10m (23.29ft),  Kilometerpoint: 249.674,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous