1 - State Code int64 | 1 - State Name string | 8 - Structure Number string | 22 - Owner Agency string | City - InfoBridge Place Code int64 | City - InfoBridge Place Name string | Average Relative Humidity float64 | Average Temperature float64 | Maximum Temperature float64 | Mean Wind Speed float64 | Minimum Temperature float64 | Number of Freeze-Thaw Cycles int64 | Number of Snowfall Days int64 | Number of Days with Measurable Precipitation int64 | Number of Days with Temperature Below 0?C int64 | Prevailing Wind Direction float64 | Time of Wetness int64 | Total Precipitation float64 | Metropolitan Planning Organization (MPO) string | U.S. Congressional District string | State Senate District string | State House District string | 2 - Highway Agency District string | 3 - County Code string | 3 - County Name string | 4 - Place Code int64 | 6A - Features Intersected string | 7 - Facility Carried By Structure string | 9 - Location string | 11 - Mile Point (miles) float64 | 16 - Latitude (decimal) float64 | 17 - Longitude (decimal) float64 | 21 - Maintenance Responsibility int64 | 27 - Year Built int64 | 37 - Historical Significance Code int64 | 98A - Neighboring State Name string | 98B - Neighboring State Percent Responsibility int64 | 99 - Border Bridge Structure Number string | 101 - Parallel Structure Designation Code string | 106 - Year Reconstructed int64 | 43A - Main Span Material string | 43B - Main Span Design string | 44A - Approach Spans Material int64 | 44B - Approach Spans Design int64 | 45 - Number of Spans in Main Unit int64 | 46 - Number of Approach Spans int64 | 107 - Deck Structure Type Code string | 108A - Wearing Surface Type Code string | 108B - Membrane Type Code string | 108C - Deck Protection Code string | 10 - Inventory Route - Minimum Vertical Clearance (ft.) float64 | 32 - Approach Roadway Width (ft.) float64 | 33 - Bridge Median Code int64 | 34 - Skew Angle (degrees) int64 | 35 - Structure Flared int64 | 38 - Navigation Control Code string | 39 - Navigation Vertical Clearance (ft.) float64 | 40 - Navigation Horizontal Clearance (ft.) float64 | 47 - Inventory Route Total Horizontal Clearance (ft.) float64 | 48 - Length of Maximum Span (ft.) float64 | 49 - Structure Length (ft.) float64 | 50A - Left Curb/Sidewalk Width (ft.) float64 | 50B - Right Curb/Sidewalk Width (ft.) float64 | 51 - Bridge Roadway Width Curb to Curb (ft.) float64 | 52 - Deck Width - Out to Out (ft.) float64 | 53 - Minimum Vertical Clearance Over Bridge Roadway (ft.) float64 | 54B - Minimum Vertical Underclearance (ft.) float64 | 55B - Minimum Lateral Underclearance on Right (ft.) float64 | 56 - Minimum Lateral Underclearance on Left (ft.) float64 | 111 - Pier Abutment Protection Code int64 | 116 - Minimum Vertical Clearance - Lift Bridge (ft.) float64 | CAT29 - Deck Area (sq. ft.) float64 | 90 - Inspection Date timestamp[us] | 91 - Designated Inspection Frequency int64 | 92A - Fracture Critical Details string | 92B - Underwater Inspection string | 92C - Other Special Inspection string | 93A - Fracture Critical Detail Date int64 | 93B - Underwater Inspection Date int64 | 93C - Other Special Inspection Date int64 | 36A - Bridge Railings string | 36B - Transitions string | 36C - Approach Guardrail string | 36D - Bridge Guardrail Ends string | 58 - Deck Condition Rating string | 59 - Superstructure Condition Rating string | 60 - Substructure Condition Rating string | 61 - Channel and Channel Protection Condition Rating string | 62 - Culverts Condition Rating string | 67 - Structural Evaluation Appraisal string | 68 - Deck Geometry Appraisal string | 69 - Underclearance Appraisal Vertical and Horizontal string | 71 - Waterway Adequacy Appraisal string | 72 - Approach Alignment Appraisal int64 | 113 - Scour Critical Bridge Value string | CAT10 - Bridge Condition string | 31 - Design Load Descriptor string | 41 - Structure Operational Status Code string | 63 - Operating Rating Method Code string | 64 - Operating Rating (US tons) float64 | 65 - Inventory Rating Method Code string | 66 - Inventory Rating (US tons) float64 | 70 - Bridge Posting Code int64 | 5A - Record Type int64 | 5B - Route Signing Prefix Code int64 | 5C - Designated Level of Service Code int64 | 5D - Route Number string | 5E - Directional Suffix Code int64 | 12 - Base Highway Network int64 | 19 - Bypass or Detour Length (miles) float64 | 20 - Toll Status int64 | 26 - Functional Class Of Inventory Route int64 | 28A - Lanes On the Structure int64 | 28B - Lanes Under the Structure int64 | 29 - Average Daily Traffic int64 | 30 - Year of Average Daily Traffic int64 | 42A - Type of Service on Bridge Code int64 | 42B - Type Of Service Under Bridge Code int64 | 100 - STRAHNET Highway Designation int64 | 102 - Direction of Traffic Code int64 | 104 - Inventory Route NHS Code int64 | 105 - Federal Lands Highways Code int64 | 109 - Average Daily Truck Traffic (Percent ADT) int64 | 110 - Designated National Truck Network Code int64 | 114 - Future Average Daily Traffic int64 | 115 - Year of Future Average Daily Traffic int64 | 13A - LRS Inventory Route string | 13B - Subroute Number int64 | 54A - Minimum Vertical Underclearance Reference Feature string | 55A - Minimum Lateral Underclearance Reference Feature string | 75A - Type of Work Proposed int64 | 75B - Work Done By int64 | 76 - Length of Structure Improvement (ft.) float64 | 94 - Bridge Improvement Cost int64 | 95 - Roadway Improvement Cost int64 | 96 - Total Project Cost int64 | 97 - Year of Improvement Cost Estimate int64 | 103 - Temporary Structure Designation Code bool | 112 - NBIS Minimum Bridge Length string | CAT23 - Condition Code int64 | Computed - Average Daily Truck Traffic (Volume) int64 | Bridge Age (yr) int64 |
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53 | Washington | 060506000001339 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | 53199100 - Puget Sound Regional Council | 08 - Congressional District 8 | 012 - State Senate District 12 | 012 - State Legislative District 12 | 00 | 033 | King County | 0 | HOPE CREEK | ROAD | NO DATA ENTERED | 0.099 | 47.717537 | -121.115 | 64 | 1,980 | 4 | null | null | null | N | 2,010 | Prestressed Concrete | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 9 | 0 | 0 | 0 | 99.99 | 20 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 75.5 | 77.1 | 1 | 1 | 13.8 | 16.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,239.5 | 2023-02-06T00:00:00 | 24 | N | N | N | null | null | null | 0 | N | N | N | 7 | 5 | 7 | 6 | N | 5 | 5 | N | 8 | 5 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 6 | A | F | 33.2 | F | 25.7 | 5 | 1 | 6 | 0 | 60950 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 2 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 3 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 5 | null | 45 |
53 | Washington | 060901000001171 | U.S. Forest Service | 0 | No Place Code | 87 | 8.3 | 40.1 | 0 | -13.3 | 49 | 54 | 184 | 51 | 111.39 | 6,053 | 2,497.23 | null | 06 - Congressional District 6 | 035 - State Senate District 35 | 035 - State Legislative District 35 | 00 | 045 | Mason County | 0 | CEDAR CREEK | 23610 | NO DATA ENTERED | 0.736 | 47.438576 | -123.41331 | 64 | 1,959 | 4 | null | null | null | N | 0 | Concrete | Culvert | 0 | 0 | 2 | 0 | N | N | N | N | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 12.1 | 22 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | null | 0 | 310.1 | 2023-02-09T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | N | N | N | 7 | 5 | * | N | N | 6 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 0 | A | 5 | null | 5 | null | 5 | 1 | 6 | 0 | 23610 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 50 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 5 | null | 66 |
53 | Washington | 060901000003095 | U.S. Forest Service | 0 | No Place Code | 88 | 8.6 | 35.4 | 0 | -11.6 | 36 | 119 | 200 | 38 | 155.99 | 6,380 | 3,069.59 | null | 06 - Congressional District 6 | 035 - State Senate District 35 | 035 - State Legislative District 35 | 00 | 045 | Mason County | 0 | TRIB. TO CANYON RIVER | NO DATA ENTERED | NO DATA ENTERED | 7.506 | 47.335026 | -123.498055 | 64 | 2,004 | 4 | null | null | null | N | 0 | Steel | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 6 | 7 | 0 | 0 | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 125 | 130.9 | 0.3 | 0.3 | 14.1 | 14.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,846.8 | 2023-02-08T00:00:00 | 48 | N | N | N | null | null | null | 0 | N | N | N | 6 | 7 | 7 | 8 | N | 7 | 6 | N | 9 | 8 | Bridge foundations (including piles) on dry land well above flood water elevations. | Fair | 9 | A | 1 | 78.6 | 1 | 60.5 | 5 | 1 | 6 | 0 | 23680 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 50 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | null | 21 |
53 | Washington | 061706000001438 | U.S. Forest Service | 0 | No Place Code | 81 | 3.4 | 33.8 | 0 | -33.7 | 130 | 207 | 167 | 217 | 144.69 | 2,573 | 1,368.85 | 53200302 - Chelan-Douglas Transportation Council (CDTC) | 08 - Congressional District 8 | 012 - State Senate District 12 | 012 - State Legislative District 12 | 00 | 007 | Chelan County | 0 | WHITE RIVER | SEARS CREEK | 2.5 MI OFF HWY 207 | 0.001 | 47.87435 | -120.87059 | 64 | 1,965 | 4 | null | null | null | N | 0 | Prestressed Concrete | Box Beam or Girders - Multiple | 1 | 1 | 1 | 2 | 1 | 0 | 0 | 0 | 99.99 | 21 | 0 | 0 | 1 | 0 | 0 | 0 | 14.1 | 69.9 | 127.6 | 2 | 1 | 14.1 | 17.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 2,177.3 | 2024-02-06T00:00:00 | 48 | N | N | N | null | null | null | 1 | 0 | 0 | 0 | 7 | 7 | 7 | 7 | N | 7 | 6 | N | 8 | 6 | Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by ins... | Good | C | A | 1 | 62.1 | 1 | 43 | 5 | 1 | 6 | 0 | 64040 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 50 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 60 |
53 | Washington | 061703000001479 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | null | 08 - Congressional District 8 | 013 - State Senate District 13 | 013 - State Legislative District 13 | 00 | 037 | Kittitas County | 0 | THORP CREEK | ROAD | NO DATA ENTERED | 0.696 | 47.36356 | -121.10714 | 64 | 1,979 | 4 | null | null | null | N | 0 | Concrete Continuous | Frame | 0 | 0 | 3 | 0 | 1 | 0 | 0 | 0 | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 15.4 | 44.9 | 69.9 | 1.3 | 1.3 | 14.1 | 17.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,192.2 | 2023-02-08T00:00:00 | 48 | N | N | N | null | null | null | 1 | 1 | 1 | 0 | 7 | 7 | 7 | 6 | N | 7 | 6 | N | 8 | 6 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | 5 | A | 1 | 96.1 | 1 | 58.1 | 5 | 1 | 6 | 0 | 43090 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 10 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 15 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 46 |
53 | Washington | 060905000001254 | U.S. Forest Service | 0 | No Place Code | 87 | 7.4 | 33.4 | 1 | -14.8 | 39 | 158 | 204 | 46 | 135.65 | 6,147 | 2,289.46 | null | 06 - Congressional District 6 | 024 - State Senate District 24 | 024 - State Legislative District 24 | 00 | 009 | Clallam County | 0 | SADIE CREEK | NO DATA ENTERED | NO DATA ENTERED | 0.398 | 48.131893 | -123.901 | 64 | 1,992 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 13.1 | 0 | 10 | 0 | 0 | 0 | 0 | 99.900002 | 20.3 | 20.3 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | null | 0 | 266.9 | 2022-02-08T00:00:00 | 48 | N | N | N | null | null | null | N | N | N | N | N | N | N | 6 | 6 | 6 | N | N | 7 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 0 | A | 8 | 107.1 | 8 | 107.1 | 5 | 1 | 6 | 0 | 30400 | 0 | 0 | 0 | 3 | 9 | 1 | 0 | 50 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | null | 33 |
53 | Washington | 061703000001567 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | null | 08 - Congressional District 8 | 013 - State Senate District 13 | 013 - State Legislative District 13 | 00 | 037 | Kittitas County | 0 | BOX CANYON CREEK #1 | NO DATA ENTERED | NO DATA ENTERED | 3.48 | 47.394753 | -121.27788 | 64 | 1,983 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 26.9 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 23 | 23 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | 1 | 0 | 617.8 | 2024-02-08T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | N | N | N | 8 | 6 | 6 | N | N | 7 | 8 | Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by ins... | Fair | 0 | A | 8 | 67.1 | 8 | 51.8 | 5 | 1 | 6 | 0 | 49300 | 0 | 0 | 0 | 3 | 9 | 1 | 0 | 5 | 1,996 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 10 | 2,016 | 0000000000 | 0 | N | N | 38 | null | 0 | null | null | null | null | null | Y | 6 | null | 42 |
53 | Washington | 061703000003133 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | null | 08 - Congressional District 8 | 013 - State Senate District 13 | 013 - State Legislative District 13 | 00 | 037 | Kittitas County | 0 | MIDDLE FORK TEANAWAY | CORRAL CREEK | NO DATA ENTERED | 4.474 | 47.29786 | -120.960464 | 64 | 1,955 | 4 | null | null | null | N | 0 | Wood or Timber | Stringer/Multi-beam or Girder | 0 | 0 | 3 | 0 | 8 | 6 | 0 | 0 | 99.99 | 20 | 0 | 0 | 0 | N | 0 | 0 | 99.900002 | 49.9 | 75.1 | 0.7 | 0.7 | 14.1 | 15.4 | 99.989998 | 0 | 0 | 0 | 1 | 0 | 1,158.5 | 2024-02-05T00:00:00 | 24 | N | N | N | null | null | null | 0 | 0 | 0 | 0 | 6 | 6 | 7 | 7 | N | 6 | 6 | N | 8 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 4 | A | 2 | 36 | 2 | 25 | 5 | 1 | 6 | 0 | 43051 | 0 | 0 | 9.9 | 3 | 9 | 1 | 0 | 50 | 2,006 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | null | 70 |
53 | Washington | 061704000010815 | U.S. Forest Service | 0 | No Place Code | 72 | 6.5 | 36.5 | 1 | -28.2 | 121 | 123 | 112 | 181 | 152.16 | 1,952 | 647.6 | null | 04 - Congressional District 4 | 007 - State Senate District 7 | 007 - State Legislative District 7 | 00 | 047 | Okanogan County | 0 | S. FORK GOLD CREEK | NO DATA ENTERED | NO DATA ENTERED | 3.688 | 48.146328 | -120.16722 | 64 | 2,006 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 25.6 | 25.6 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | null | 0 | 361 | 2023-02-08T00:00:00 | 48 | N | N | N | null | null | null | N | N | N | N | N | N | N | 7 | 8 | 8 | N | N | 7 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | 0 | A | D | 74.6 | D | 44.6 | 5 | 1 | 6 | 0 | 43300 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 30 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 45 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 8 | null | 19 |
53 | Washington | 061704000010816 | U.S. Forest Service | 0 | No Place Code | 72 | 6.5 | 36.5 | 1 | -28.2 | 121 | 123 | 112 | 181 | 152.16 | 1,952 | 647.6 | null | 04 - Congressional District 4 | 007 - State Senate District 7 | 007 - State Legislative District 7 | 00 | 047 | Okanogan County | 0 | RAINY CREEK | NO DATA ENTERED | NO DATA ENTERED | 3.679 | 48.146935 | -120.166985 | 64 | 2,006 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 28.2 | 28.2 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | 1 | 0 | 398 | 2023-02-08T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | N | N | N | 7 | 8 | * | N | N | 8 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | 0 | A | 5 | null | 5 | null | 5 | 1 | 6 | 0 | 43300 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 30 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 45 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 8 | null | 19 |
53 | Washington | 061707000003320 | U.S. Forest Service | 0 | No Place Code | 75 | 5.9 | 35.6 | 1 | -28.1 | 135 | 201 | 133 | 186 | 154.46 | 2,305 | 968.98 | 53200302 - Chelan-Douglas Transportation Council (CDTC) | 08 - Congressional District 8 | 012 - State Senate District 12 | 012 - State Legislative District 12 | 00 | 007 | Chelan County | 0 | DOCTOR CREEK | ROAD | NO DATA ENTERED | 1.69 | 47.604965 | -120.865906 | 64 | 2,006 | 4 | null | null | null | N | 0 | Steel | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 6 | 6 | 0 | 0 | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 67.9 | 69.9 | 1 | 1 | 12.1 | 16.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,123.4 | 2023-02-08T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | 7 | 5 | 7 | 6 | N | 5 | 4 | N | 8 | 6 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 9 | R | 2 | 80 | 2 | 53 | 5 | 1 | 6 | 0 | 76050 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 5 | 2,006 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 7 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 5 | null | 19 |
53 | Washington | 061708000001504 | U.S. Forest Service | 0 | No Place Code | 78 | 5.8 | 33 | 0 | -26.4 | 137 | 154 | 144 | 174 | 128.99 | 3,110 | 1,057.58 | 53197402 - Yakima Valley MPO | 04 - Congressional District 4 | 015 - State Senate District 15 | 015 - State Legislative District 15 | 05 | 077 | Yakima County | 0 | SOUTH FORK TIETON | DISCOVERY RD. | NO DATA ENTERED | 0.597 | 46.54746 | -121.2542 | 64 | 1,968 | 4 | null | null | null | N | 0 | Concrete Continuous | Frame | 0 | 0 | 3 | 0 | 1 | 0 | 0 | 0 | 99.99 | 22 | 0 | 0 | 0 | 0 | 0 | 0 | 13.8 | 69.9 | 109.9 | 2 | 1 | 14.1 | 17.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,875.1 | 2024-02-07T00:00:00 | 24 | N | N | N | null | null | null | 1 | 0 | 1 | 0 | 7 | 7 | 7 | 7 | N | 7 | 6 | N | 7 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | C | A | 1 | 50 | 1 | 34.1 | 5 | 1 | 6 | 0 | 10500 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 20 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 30 | 2,045 | 0000000000 | 0 | N | N | 38 | null | 99.7 | 1 | 4 | 6 | null | null | Y | 7 | null | 57 |
53 | Washington | 060905000003006 | U.S. Forest Service | 0 | No Place Code | 89 | 9.3 | 35.7 | 1 | -9.6 | 8 | 23 | 208 | 10 | 161.37 | 6,858 | 2,220.07 | null | 06 - Congressional District 6 | 024 - State Senate District 24 | 024 - State Legislative District 24 | 00 | 009 | Clallam County | 0 | BEAR CREEK | NO DATA ENTERED | NO DATA ENTERED | 3.877 | 48.10051 | -124.14421 | 64 | 1,995 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 17.1 | 0 | 7 | 0 | 0 | 0 | 0 | 99.900002 | 21 | 21 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | null | 0 | 358.2 | 2022-02-08T00:00:00 | 48 | N | N | N | null | null | null | N | N | N | N | N | N | N | 6 | 7 | 7 | N | N | 8 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | 0 | A | 8 | 107.1 | 8 | 107.1 | 5 | 1 | 6 | 0 | 30000 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 50 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 30 |
53 | Washington | 060905000003106 | U.S. Forest Service | 0 | No Place Code | 87 | 7.4 | 33.4 | 1 | -14.8 | 39 | 158 | 204 | 46 | 135.65 | 6,147 | 2,289.46 | null | 06 - Congressional District 6 | 024 - State Senate District 24 | 024 - State Legislative District 24 | 00 | 009 | Clallam County | 0 | S FK SOLEDUCK RIVER | NO DATA ENTERED | NO DATA ENTERED | 0.199 | 48.020954 | -123.979996 | 64 | 2,004 | 4 | null | null | null | N | 0 | Steel | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 6 | 7 | 0 | 0 | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 125 | 130.9 | 0.3 | 0.3 | 14.1 | 14.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,846.8 | 2022-02-08T00:00:00 | 48 | N | N | N | null | null | null | 0 | 0 | 0 | 0 | 7 | 7 | 7 | 8 | N | 7 | 6 | N | 9 | 3 | Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by ins... | Good | 9 | A | 1 | 78.6 | 1 | 60.5 | 5 | 1 | 6 | 0 | 29200 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 50 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 21 |
53 | Washington | 060905000003107 | U.S. Forest Service | 0 | No Place Code | 89 | 9.3 | 35.7 | 1 | -9.6 | 8 | 23 | 208 | 10 | 161.37 | 6,858 | 2,220.07 | null | 06 - Congressional District 6 | 024 - State Senate District 24 | 024 - State Legislative District 24 | 00 | 009 | Clallam County | 0 | TRIB. TO NF CALAWAH | NO DATA ENTERED | NO DATA ENTERED | 1.491 | 48.0137 | -124.182 | 64 | 2,006 | 4 | null | null | null | N | 0 | Prestressed Concrete Continuous | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 9 | 8 | 0 | 0 | 99.99 | 14.1 | 0 | 30 | 0 | 0 | 0 | 0 | 99.900002 | 85 | 88.3 | 1 | 1 | 14.1 | 16.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,418.8 | 2024-02-07T00:00:00 | 24 | N | N | N | null | null | null | 1 | 1 | 1 | 1 | 8 | 8 | 8 | 8 | N | 7 | 6 | N | 9 | 8 | Bridge foundations (including piles) on dry land well above flood water elevations. | Good | 9 | A | 8 | 40 | 8 | 31.1 | 5 | 1 | 6 | 0 | 29230 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 50 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 8 | null | 19 |
53 | Washington | 060903000014301 | U.S. Forest Service | 0 | No Place Code | 88 | 8.6 | 35.4 | 0 | -11.6 | 36 | 119 | 200 | 38 | 155.99 | 6,380 | 3,069.59 | null | 06 - Congressional District 6 | 024 - State Senate District 24 | 024 - State Legislative District 24 | 00 | 027 | Grays Harbor County | 0 | RAINBOW CREEK | NO DATA ENTERED | NO DATA ENTERED | 1.491 | 47.33199 | -123.82314 | 64 | 2,011 | 4 | null | null | null | N | 0 | Steel | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 6 | 8 | 0 | 0 | 99.99 | 16.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 88.6 | 91.9 | 0.3 | 0.3 | 16.1 | 16.7 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,537.1 | 2021-02-08T00:00:00 | 48 | N | N | N | null | null | null | 1 | 1 | 1 | 1 | 8 | 8 | 7 | 8 | N | 7 | 3 | N | 9 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | A | A | 1 | 62.1 | 1 | 37 | 5 | 1 | 6 | 0 | 22030 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 10 | 2,014 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 15 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 14 |
53 | Washington | 062105000025379 | U.S. Forest Service | 0 | No Place Code | 78 | 4.8 | 34 | 0 | -38.7 | 108 | 156 | 156 | 191 | 169.96 | 2,107 | 1,179.79 | null | 05 - Congressional District 5 | 007 - State Senate District 7 | 007 - State Legislative District 7 | 00 | 051 | Pend Oreille County | 0 | PAUPAC CREEK | NO DATA ENTERED | NO DATA ENTERED | 0.099 | 48.765835 | -117.297775 | 64 | 2,018 | 4 | null | null | null | N | 0 | Steel | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 6 | 6 | 0 | 0 | 99.99 | 16.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 47.9 | 48.9 | 0 | 0 | 16.1 | 16.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 785.9 | 2024-02-07T00:00:00 | 24 | N | N | N | null | null | null | 1 | N | N | N | 9 | 9 | 9 | 8 | N | 6 | 3 | N | 8 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | A | A | 8 | 36.8 | 8 | 28.5 | 5 | 1 | 6 | 0 | 19350 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 50 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 9 | null | 7 |
53 | Washington | 061708000001505 | U.S. Forest Service | 0 | No Place Code | 78 | 5.8 | 33 | 0 | -26.4 | 137 | 154 | 144 | 174 | 128.99 | 3,110 | 1,057.58 | 53197402 - Yakima Valley MPO | 04 - Congressional District 4 | 015 - State Senate District 15 | 015 - State Legislative District 15 | 05 | 077 | Yakima County | 0 | SOUTH FORK TIETON | LAYMAN RD. | TO DARLAND MTN. | 0.298 | 46.511135 | -121.27206 | 64 | 1,985 | 4 | null | null | null | N | 0 | Prestressed Concrete | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 99.99 | 16.1 | 0 | 0 | 0 | 0 | 0 | 0 | 15.7 | 90.2 | 94.2 | 1.3 | 1.3 | 14.1 | 17.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,606.4 | 2024-02-06T00:00:00 | 48 | N | N | N | null | null | null | 1 | 1 | 1 | 1 | 7 | 7 | 7 | 7 | N | 7 | 6 | N | 7 | 8 | Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by ins... | Good | C | A | 1 | 58.1 | 1 | 41 | 5 | 1 | 6 | 0 | 10700 | 0 | 0 | 19.9 | 3 | 9 | 1 | 0 | 20 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 30 | 2,045 | 0000000000 | 0 | N | N | 38 | null | 99.7 | null | 1 | 1 | null | null | Y | 7 | null | 40 |
53 | Washington | 061709000015070 | U.S. Forest Service | 0 | No Place Code | 79 | 2 | 29.3 | 0 | -38.7 | 118 | 219 | 191 | 235 | 120.05 | 1,799 | 1,246.36 | null | 04 - Congressional District 4 | 007 - Ward 7 | 007 - State Legislative District 7 | 00 | 047 | Okanogan County | 0 | MIDDLE FORK TOATS COULEE | NO DATA ENTERED | NO DATA ENTERED | 32.938 | 48.87458 | -119.8989 | 64 | 2,011 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 27.9 | 0 | 0 | 0 | N | 0 | 0 | 99.900002 | 29.5 | 29.5 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | 1 | 0 | 823.4 | 2023-02-07T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | N | N | N | 7 | 8 | * | N | N | 7 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | 0 | A | 5 | null | 5 | null | 5 | 1 | 6 | 0 | 39000 | 0 | 0 | 620.7 | 3 | 9 | 2 | 0 | 75 | 0 | 1 | 5 | 0 | 2 | 0 | 0 | null | 0 | 112 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 8 | null | 14 |
53 | Washington | 061703000001407 | U.S. Forest Service | 0 | No Place Code | 75 | 5.9 | 35.6 | 1 | -28.1 | 135 | 201 | 133 | 186 | 154.46 | 2,305 | 968.98 | null | 08 - Congressional District 8 | 013 - State Senate District 13 | 013 - State Legislative District 13 | 00 | 037 | Kittitas County | 0 | N. FORK TEANAWAY RIVER | ROAD | NO DATA ENTERED | 0.01 | 47.36088 | -120.85771 | 64 | 1,966 | 4 | null | null | null | N | 0 | Wood or Timber | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 8 | 7 | 0 | 0 | 99.99 | 15.1 | 0 | 0 | 0 | 0 | 0 | 0 | 14.1 | 50.9 | 52.5 | 1 | 1 | 14.1 | 16.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 843.9 | 2024-02-05T00:00:00 | 24 | N | N | N | null | null | null | 0 | 0 | 0 | 0 | 7 | 7 | 7 | 8 | N | 5 | 6 | N | 8 | 6 | Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by ins... | Good | 5 | A | 8 | 25.7 | 8 | 20 | 5 | 1 | 6 | 0 | 97371 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 2 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 3 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 59 |
53 | Washington | 061703000001408 | U.S. Forest Service | 0 | No Place Code | 75 | 5.9 | 35.6 | 1 | -28.1 | 135 | 201 | 133 | 186 | 154.46 | 2,305 | 968.98 | null | 08 - Congressional District 8 | 013 - State Senate District 13 | 013 - State Legislative District 13 | 00 | 037 | Kittitas County | 0 | NORTH FORK TEANAWAY | ROAD | NO DATA ENTERED | 0.196 | 47.33348 | -120.85579 | 64 | 1,962 | 4 | null | null | null | N | 0 | Concrete Continuous | Frame | 0 | 0 | 3 | 0 | 9 | 0 | 0 | 0 | 99.99 | 21 | 0 | 0 | 0 | 0 | 0 | 0 | 14.8 | 69.9 | 100.4 | 2 | 1 | 14.1 | 17.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,712.8 | 2024-02-05T00:00:00 | 48 | N | N | N | null | null | null | 1 | 1 | 1 | 0 | 7 | 7 | 7 | 7 | N | 7 | 6 | N | 9 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | C | A | 1 | 67 | 1 | 47.1 | 5 | 1 | 6 | 0 | 97010 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 25 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 37 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 63 |
53 | Washington | 061703000001404 | U.S. Forest Service | 0 | No Place Code | 75 | 5.9 | 35.6 | 1 | -28.1 | 135 | 201 | 133 | 186 | 154.46 | 2,305 | 968.98 | null | 08 - Congressional District 8 | 013 - State Senate District 13 | 013 - State Legislative District 13 | 00 | 037 | Kittitas County | 0 | DURST CREEK | ROAD | NO DATA ENTERED | 0.099 | 47.304382 | -120.69549 | 64 | 1,966 | 4 | null | null | null | N | 0 | Wood or Timber | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 8 | 7 | 0 | 0 | 99.99 | 16.1 | 0 | 0 | 0 | 0 | 0 | 0 | 15.7 | 36.1 | 36.7 | 0.7 | 0.7 | 14.1 | 15.7 | 99.989998 | 0 | 0 | 0 | null | 0 | 578.7 | 2024-02-05T00:00:00 | 24 | N | N | N | null | null | null | 0 | 0 | 0 | 0 | 7 | 6 | 6 | 7 | N | 6 | 6 | N | 8 | 6 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 5 | A | 8 | 37.1 | 8 | 28.9 | 5 | 1 | 6 | 0 | 97050 | 0 | 0 | 14.9 | 3 | 9 | 1 | 0 | 25 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 37 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | null | 59 |
53 | Washington | 061702000003000 | U.S. Forest Service | 0 | No Place Code | 72 | 6.5 | 36.5 | 1 | -28.2 | 121 | 123 | 112 | 181 | 152.16 | 1,952 | 647.6 | 53200302 - Chelan-Douglas Transportation Council (CDTC) | 08 - Congressional District 8 | 012 - State Senate District 12 | 012 - State Legislative District 12 | 00 | 007 | Chelan County | 0 | N FK TWENTY-FIVE MILE | NO DATA ENTERED | NO DATA ENTERED | 0.398 | 47.95984 | -120.29165 | 64 | 1,983 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 24 | 0 | 10 | 0 | N | 0 | 0 | 99.900002 | 28.5 | 28.5 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | null | 0 | 683.6 | 2024-02-05T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | N | N | N | 6 | 8 | * | N | N | 8 | 8 | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (see HEC 23). | Good | 0 | A | 5 | null | 5 | null | 5 | 1 | 6 | 0 | 84100 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 20 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 30 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 8 | null | 42 |
53 | Washington | 060505000001532 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | 53199100 - Puget Sound Regional Council | 08 - Congressional District 8 | 012 - State Senate District 12 | 012 - State Legislative District 12 | 00 | 033 | King County | 0 | TAYLOR RIVER | ROAD | 0.4 MI W OF 56/54 JCT | 0.398 | 47.56104 | -121.532265 | 64 | 1,988 | 4 | null | null | null | N | 0 | Prestressed Concrete | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 9 | 6 | 0 | 0 | 99.99 | 20 | 0 | 34 | 0 | 0 | 0 | 0 | 14.1 | 106 | 109.9 | 1 | 1 | 13.8 | 16.1 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,766.9 | 2023-02-08T00:00:00 | 48 | N | N | N | null | null | null | 0 | 0 | 0 | 0 | 6 | 7 | 7 | 7 | N | 7 | 5 | N | 8 | 7 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 9 | A | 1 | 100.1 | 1 | 73.1 | 5 | 1 | 6 | 0 | 05640 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 2 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 3 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | null | 37 |
53 | Washington | 060505000001533 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | 53199100 - Puget Sound Regional Council | 08 - Congressional District 8 | 012 - State Senate District 12 | 012 - State Legislative District 12 | 00 | 033 | King County | 0 | DINGFORD CREEK | ROAD | 5.8 MI E OF 56/5640 JCT | 17.785 | 47.516666 | -121.45 | 64 | 1,961 | 4 | null | null | null | N | 0 | Steel | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 99.99 | 25.9 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 44.9 | 47.6 | 1 | 1 | 20 | 22 | 99.989998 | 0 | 0 | 0 | null | 0 | 1,045.7 | 2021-02-07T00:00:00 | 48 | N | N | N | null | null | null | 0 | N | N | N | 6 | 6 | 6 | 8 | N | 6 | 5 | N | 8 | 6 | Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by ins... | Fair | C | A | 2 | 56 | 2 | 36 | 5 | 1 | 6 | 0 | 00056 | 0 | 0 | 98.2 | 3 | 9 | 1 | 0 | 45 | 1,995 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 67 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | null | 64 |
53 | Washington | 060505000001554 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | null | 08 - Congressional District 8 | 013 - State Senate District 13 | 013 - State Legislative District 13 | 00 | 037 | Kittitas County | 0 | COAL CREEK | ROAD | 1.4 MI S OF I-90/9060 JCT | 0.416 | 47.393402 | -121.38921 | 64 | 1,973 | 4 | null | null | null | N | 0 | Prestressed Concrete | Stringer/Multi-beam or Girder | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 99.99 | 29.9 | 0 | 0 | 0 | 0 | 0 | 0 | 26.6 | 69.2 | 74.1 | 1 | 1 | 26.6 | 28.2 | 99.989998 | 0 | 0 | 0 | null | 0 | 2,092.1 | 2021-02-08T00:00:00 | 48 | N | N | N | null | null | null | 0 | 0 | 0 | 0 | 7 | 7 | 7 | 7 | N | 7 | 6 | N | 7 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | 5 | A | 1 | 58.1 | 1 | 40 | 5 | 1 | 6 | 0 | 48320 | 0 | 0 | 17.4 | 3 | 9 | 2 | 0 | 60 | 1,995 | 1 | 5 | 0 | 2 | 0 | 0 | null | 0 | 90 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | null | 52 |
53 | Washington | 060505000032683 | U.S. Forest Service | 0 | No Place Code | 86 | 8.3 | 34.8 | 0 | -18.2 | 51 | 67 | 217 | 56 | 164.45 | 5,793 | 2,254.9 | 53199100 - Puget Sound Regional Council | 08 - Congressional District 8 | 005 - State Senate District 5 | 005 - State Legislative District 5 | 00 | 033 | King County | 0 | S.FK. SNOQUALMIE | TINKHAM ROAD | I90 EAST EXIT 42 | 0.001 | 47.414917 | -121.58706 | 64 | 1,972 | 4 | null | null | null | N | 0 | Prestressed Concrete | Stringer/Multi-beam or Girder | 0 | 0 | 3 | 0 | 1 | 0 | 0 | 0 | 99.99 | 25.9 | 0 | 0 | 0 | 0 | 0 | 0 | 25.9 | 81 | 181.1 | 1.6 | 1.6 | 25.9 | 28.2 | 99.989998 | 0 | 0 | 0 | null | 0 | 5,109.8 | 2021-02-08T00:00:00 | 48 | N | N | N | null | null | null | 1 | 1 | 0 | 1 | 7 | 7 | 7 | 7 | N | 7 | 5 | N | 8 | 8 | Bridge foundations (including piles) on dry land well above flood water elevations. | Good | 5 | A | 1 | 92.4 | 1 | 55.3 | 5 | 1 | 6 | 0 | 55000 | 0 | 0 | 11.8 | 3 | 9 | 2 | 0 | 120 | 2,017 | 1 | 5 | 0 | 2 | 0 | 0 | 20 | 0 | 180 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 7 | 24 | 53 |
53 | Washington | 060505000032684 | U.S. Forest Service | 0 | No Place Code | 88 | 3.8 | 33.3 | 0 | -28.8 | 129 | 209 | 214 | 185 | 178.32 | 4,251 | 2,695.92 | 53199100 - Puget Sound Regional Council | 08 - Congressional District 8 | 005 - State Senate District 5 | 005 - State Legislative District 5 | 00 | 033 | King County | 0 | S.FK. SNOQUALMIE RIVER | TINKHAM ROAD | I90 EAST EXIT 47 | 5.866 | 47.394314 | -121.48128 | 64 | 1,972 | 4 | null | null | null | N | 0 | Prestressed Concrete | Stringer/Multi-beam or Girder | 0 | 0 | 5 | 0 | 1 | 0 | 0 | 0 | 99.99 | 25.9 | 0 | 0 | 0 | 0 | 0 | 0 | 25.9 | 100.1 | 490.2 | 1.6 | 1.6 | 25.9 | 28.2 | 99.989998 | 0 | 0 | 0 | null | 0 | 13,829.9 | 2023-02-10T00:00:00 | 24 | N | N | N | null | null | null | 1 | 0 | 0 | 0 | 7 | 6 | 7 | 7 | N | 6 | N | N | 9 | 8 | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (see HEC 23). | Fair | 5 | A | 1 | 86.6 | 1 | 51.9 | 5 | 1 | 6 | 0 | 55000 | 0 | 0 | 11.8 | 3 | 9 | 2 | 0 | 120 | 2,017 | 1 | 5 | 0 | 3 | 0 | 0 | 20 | 0 | 180 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | 24 | 53 |
53 | Washington | 060803000001110 | U.S. Forest Service | 0 | No Place Code | 79 | 2 | 29.3 | 0 | -38.7 | 118 | 219 | 191 | 235 | 120.05 | 1,799 | 1,246.36 | null | 04 - Congressional District 4 | 007 - State Senate District 7 | 007 - State Legislative District 7 | 00 | 047 | Okanogan County | 0 | NORTH FORK TOATS COULEE | NO DATA ENTERED | NO DATA ENTERED | 41.855 | 48.866104 | -119.77072 | 64 | 1,973 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 25.9 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 22 | 22 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | null | 0 | 569.7 | 2023-02-07T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | N | N | N | 7 | 6 | 6 | N | N | 8 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Fair | 0 | A | 8 | 110.1 | 8 | 107.1 | 5 | 1 | 6 | 0 | 39000 | 0 | 0 | 0 | 3 | 9 | 2 | 0 | 50 | 0 | 1 | 5 | 0 | 2 | 0 | 0 | null | 0 | 75 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 6 | null | 52 |
53 | Washington | 060807000003005 | U.S. Forest Service | 0 | No Place Code | 75 | 4.5 | 33.6 | 1 | -32.6 | 116 | 174 | 139 | 207 | 153.77 | 1,686 | 958.59 | null | 04 - Congressional District 4 | 007 - Ward 7 | 007 - State Legislative District 7 | 00 | 047 | Okanogan County | 0 | EAST FORK BUTTERMILK | NO DATA ENTERED | NO DATA ENTERED | 0.179 | 48.32233 | -120.29997 | 64 | 2,001 | 4 | null | null | null | N | 0 | Steel | Culvert | 0 | 0 | 1 | 0 | N | N | N | N | 99.99 | 14.1 | 0 | 0 | 0 | 0 | 0 | 0 | 99.900002 | 24 | 24 | 0 | 0 | 0 | 0 | 99.989998 | 0 | 0 | 0 | 1 | 0 | 337.9 | 2024-02-06T00:00:00 | 24 | N | N | N | null | null | null | N | N | N | N | N | N | N | 7 | 8 | 8 | N | N | 7 | 8 | Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculatio... | Good | 0 | A | D | 59.6 | D | 35.7 | 5 | 1 | 6 | 0 | 43005 | 0 | 0 | 620.7 | 3 | 9 | 1 | 0 | 10 | 0 | 1 | 5 | 0 | 3 | 0 | 0 | null | 0 | 15 | 2,045 | 0000000000 | 0 | N | N | null | null | 0 | null | null | null | null | null | Y | 8 | null | 24 |
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