Lane County

CarriesCrossesLocationDesignStatusYear BuiltYear Recon.Span Len.Total Len.ConditionSuff. RatingID
NBI reportK23 HWYMIDDLE FORK WALNUT CREEK2.77 MI. NORTH OF K-96Concrete Culvert (8 spans)--1933--8.979.4Good79.7999902300510021
NBI reportK23 HWYNORTH FORK WALNUT CREEK6.47 MI. NORTH OF K-96Concrete Culvert (9 spans)--1936--7.979.4Fair81.5999902300510031
NBI reportK23 HWYSOUTH FORK WALNUT CREEK0.57 MI. SOUTH OF K-96Concrete Tee beam (5 spans)--1936196332.5162.4Fair80.7999902300510011
NBI reportK23 HWYCHEYENNE CREEK DRAINAGE4.86 MI N OF W. JCT 4Concrete Culvert (2 spans)--193819659.820.7Fair84.3999902300510041
NBI reportK96 HWYMIDDLE FORK WALNUT CREEK6.78 MI E OF SCOTT CLConcrete Culvert (2 spans)--1955--9.820.7Good80.0999909600510051
NBI reportRS 1543 FAS 180TRIB. TO HACKBERRY CREEK13.0S 9.0E OF DIGHTONConcrete Culvert (2 spans)NR possible1955--14.128.9Good84.3000000000510180
NBI reportRS 280 FAS 90TRIB. TO HACKBERRY CREEK13.0S 11.0E OF DIGHTONConcrete Culvert (4 spans)NR possible1955--8.939.0Good76.3000000000510090
NBI reportRS 280 FAS 80TRIB. TO HACKBERRY CREEK13.0S 9.5E OF DIGHTONConcrete Culvert (3 spans)NR possible1955--9.832.2Good78.4000000000510080
NBI reportRS 1683 FAS 190MIDDLE FORK WALNUT CREEK3.5N 5.0E OF DIGHTONConcrete Slab (3 spans)NR possible1956--49.9132.9Fair81.3000000000510190
NBI reportRS 1543 FAS 170N. FORK HACKBERRY CREEK13.0S 8.0E OF DIGHTONConcrete Tee beam (3 spans)NR possible1957--46.9117.5Fair70.8000000000510170
NBI reportRS 380 FAS 100HACKBERRY CREEK12.0S OF ALAMOTAConcrete Tee beam (3 spans)NR possible1958--63.0158.1Fair78.4000000000510100
NBI reportRS 250 FAS 50MIDDLE FORK WALNUT CREEK4.0S OF HEALYConcrete Culvert (3 spans)NR possible1959--12.138.1Good74.9000000000510050
NBI reportRS 250 FAS 60NORTH FORK WALNUT CREEK1.5S OF HEALYConcrete Culvert (3 spans)NR possible1959--9.832.2Good80.0000000000510060
NBI reportRS 250 FAS 30DRAINAGE ROUTE3.0S OF AMYConcrete Culvert (2 spans)NR possible1961--9.821.0Good81.8000000000510030
NBI reportRS 250 FAS 40MIDDLE FORK WALNUT CREEK1.0S OF AMYConcrete Culvert (2 spans)NR possible1961--9.821.0Good84.3000000000510040
NBI reportRS 380 FAS 140WALNUT CREEK2.5N 9.0E OF DIGHTONConcrete Tee beam (3 spans)NR possible1961--64.0153.9Fair67.3000000000510140
NBI reportRS 250 FAS 10DRAINAGE ROUTE12.0S 8.0W OF DIGHTONConcrete Culvert (3 spans)NR possible1962--9.832.2Good81.8000000000510010
NBI reportRS 250 FAS 20SOUTH FORK WALNUT CREEK6.0S OF AMYConcrete Culvert (3 spans)NR possible1962--9.832.2Good84.3000000000510020
NBI reportRS 380 FAS 110SPRING CREEK9.0S 9.0E OF DIGHTONConcrete Culvert (10 spans)NR possible1963--9.8106.3Fair84.3000000000510110
NBI reportRS 380 FAS 120DARR CREEK5.0S 9.0E OF DIGHTONConcrete Culvert (7 spans)NR possible1963--14.1104.0Fair81.8000000000510120
NBI reportRS 380 FAS 150WALNUT CREEK8.0N 8.0E OF DIGHTONConcrete Culvert (3 spans)NR possible1963--20.062.0Good84.3000000000510150
NBI reportRS 250 FAS 70EAST SALT CREEK4.0N OF HEALYConcrete Culvert (3 spans)NR possible1965--20.062.0Good87.0000000000510070
NBI reportRS 1543 FAS 160N. FORK HACKBERRY CREEK12.0S 6.0E OF DIGHTONConcrete Tee beam (3 spans)NR possible1967--46.9117.5Fair84.8000000000510160
NBI reportLOCAL RD. 1HACKBERRY CREEK10.5S 1.0E OF DIGHTONConcrete Culvert (3 spans)--1989--7.925.9Good100.0000510483005305
NBI reportRS 380 FAS 130S. FORK WALNUT CREEK0.5S 0.5E OF ALAMOTAConcrete Slab (3 spans)--1992--40.0102.0Good99.9000000000510130