Bridge Statistics for Tonto Basin, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 128ft / 39.2mTotal length
- 14,525Total average daily traffic
- 1,661Total average daily truck traffic
- 14,685Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tonto Basin
- No street view available for this location
- New bridges - historical statistics
- 51970-1979
- 21980-1989
- 81990-1999
- 12010-2019
- Bridge Condition - Deck
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Superstructure
- 66.7%Very good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Channel
- 6.3%Very good
- 93.8%Good
- Bridge Condition - Culverts
- 30.8%Very good
- 53.8%Good
- 15.4%Satisfactory
Find on map >> Show street view
Structure Number: 1423, Location: 10.9 mi N of Jct SR 88 (Lat: 33.751300, Lng: -111.237400), Route carried "on" structure: State highway 188, Year Built: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 681 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Bumblebee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1423, Location: 10.9 mi N of Jct SR 88 (Lat: 33.751300, Lng: -111.237400), Route carried "on" structure: State highway 188, Year Built: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 681 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Bumblebee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1424, Location: 11.5 mi N Jct SR 88 (Lat: 33.789400, Lng: -111.265900), Route carried "on" structure: State highway 188, Year Built: 1983, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 681 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 410.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1424, Location: 11.5 mi N Jct SR 88 (Lat: 33.789400, Lng: -111.265900), Route carried "on" structure: State highway 188, Year Built: 1983, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 681 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 410.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 6618, Location: 19.3 mi S Jct SR 87 (Lat: 33.810500, Lng: -111.288300), Route carried "on" structure: State highway 188, Year Built: 1977, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 681 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Sycamore Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 414.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 6618, Location: 19.3 mi S Jct SR 87 (Lat: 33.810500, Lng: -111.288300), Route carried "on" structure: State highway 188, Year Built: 1977, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 681 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Sycamore Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 414.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Find on map >> Show street view
Structure Number: 6619, Location: 19.1 mi S Jct SR 87 (Lat: 33.812683, Lng: -111.289047), Route carried "on" structure: State highway 188, Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Desert Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 414.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6619, Location: 19.1 mi S Jct SR 87 (Lat: 33.812683, Lng: -111.289047), Route carried "on" structure: State highway 188, Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Desert Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 414.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6641, Location: 8.8 mi S Jct SR 87 (Lat: 33.938722, Lng: -111.316450), Route carried "on" structure: State highway 188, Year Built: 1977, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Slate Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 430.902, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6641, Location: 8.8 mi S Jct SR 87 (Lat: 33.938722, Lng: -111.316450), Route carried "on" structure: State highway 188, Year Built: 1977, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Slate Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 430.902, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6684, Location: 14.1 mi S Jct SR 87 (Lat: 33.866133, Lng: -111.314767), Route carried "on" structure: State highway 188, Year Built: 1978, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Park Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6684, Location: 14.1 mi S Jct SR 87 (Lat: 33.866133, Lng: -111.314767), Route carried "on" structure: State highway 188, Year Built: 1978, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Park Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6685, Location: 13.6 mi S Jct SR 87 (Lat: 33.873514, Lng: -111.315786), Route carried "on" structure: State highway 188, Year Built: 1978, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Reno Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 422.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6685, Location: 13.6 mi S Jct SR 87 (Lat: 33.873514, Lng: -111.315786), Route carried "on" structure: State highway 188, Year Built: 1978, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Reno Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 422.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 691, Location: 15.4 mi NW Jct SR 88 (Lat: 33.802600, Lng: -111.273000), Route carried "on" structure: State highway 188, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 681 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Redhill Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 412.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 691, Location: 15.4 mi NW Jct SR 88 (Lat: 33.802600, Lng: -111.273000), Route carried "on" structure: State highway 188, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 681 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Redhill Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 412.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Find on map >> Show street view
Structure Number: 6931, Location: 15.0 mi NW Jct SR 88 (Lat: 33.798800, Lng: -111.269400), Route carried "on" structure: State highway 188, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 681 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 411.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 6931, Location: 15.0 mi NW Jct SR 88 (Lat: 33.798800, Lng: -111.269400), Route carried "on" structure: State highway 188, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 681 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 691 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 411.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Find on map >> Show street view
Structure Number: 698, Location: 15.1 mi S Jct SR 87 (Lat: 33.851958, Lng: -111.310769), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 419.733, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 698, Location: 15.1 mi S Jct SR 87 (Lat: 33.851958, Lng: -111.310769), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 419.733, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6981, Location: 15.7 mi NW Jct SR 88 (Lat: 33.842236, Lng: -111.305322), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 418.526, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6981, Location: 15.7 mi NW Jct SR 88 (Lat: 33.842236, Lng: -111.305322), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 418.526, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6982, Location: 15.2 mi NW Jct SR 88 (Lat: 33.835300, Lng: -111.301167), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 417.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6982, Location: 15.2 mi NW Jct SR 88 (Lat: 33.835300, Lng: -111.301167), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 417.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6983, Location: 14.4 mi NW Jct SR 88 (Lat: 33.824500, Lng: -111.294481), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 416.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.4 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6983, Location: 14.4 mi NW Jct SR 88 (Lat: 33.824500, Lng: -111.294481), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 416.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.4 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6984, Location: 14.2 mi NW Jct SR 88 (Lat: 33.822231, Lng: -111.292656), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 416.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6984, Location: 14.2 mi NW Jct SR 88 (Lat: 33.822231, Lng: -111.292656), Route carried "on" structure: State highway 188, Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 682 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 416.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6989, Location: 10.0 mi S Jct SR 87 (Lat: 33.921703, Lng: -111.318158), Route carried "on" structure: State highway 188, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 429.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6989, Location: 10.0 mi S Jct SR 87 (Lat: 33.921703, Lng: -111.318158), Route carried "on" structure: State highway 188, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,522 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,532 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 429.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 11174, Location: 0.5 mi N Jct Cline Blvd. (Lat: 33.829931, Lng: -111.274997), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2038), Design Load: HL 93, Features Intersected: Oak Creek, Facility Carried by Structure: Ewing Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 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 desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11174, Location: 0.5 mi N Jct Cline Blvd. (Lat: 33.829931, Lng: -111.274997), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2038), Design Load: HL 93, Features Intersected: Oak Creek, Facility Carried by Structure: Ewing Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 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 desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete