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Nebraska Highway Reference Post Log Book

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Nebraska Highway Reference Post Log Book 2 1 NEBRASKA HIGHWAY REFERENCE POST LOG September 2021 All Districts PREPARED BY THE NEBRASKA DEPARTMENT OF TRANSPORTATION MATERIALS & RESEARCH DIVISION ROADWAY ASSET MANAGEMENT SECTION IN COOPERATION WITH THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION "The preparation of this report has been financed in part through grant(s) from the Federal Highway Administration and Federal Transit Administration, U.S. Department of Transportation, under the State Planning and Research Program, Section 505 (or Metropolitan Planning Program, Section 104(f)] of Title 23, U.S. Code. The contents of this report do not necessarily reflect the official views or policy of the U.S. Department of Transportation.” LOG OF NEBRASKA HIGHWAYS GENERAL INFORMATION THE ROADWAY GEOMETRICS SHOWN IN THIS LOG MAY DIFFER FROM THE ACTUAL ROADWAY DUE TO CONSTRUCTION IN PROGRESS. INCLUDED IN THIS LOG ARE ALL STATE MARKED AND/OR MAINTAINED HIGHWAYS, SPURS AND CONNECTING LINKS. THE GENERAL DIRECTION OF THE LOG FOR NUMBERED HIGHWAYS IS FROM WEST TO EAST, OR FROM SOUTH TO NORTH WHEREVER IT IS PRACTICABLE, SPURS AND CONNECTING LINKS ARE LOGGED FROM THE NUMBERED HIGHWAY SERVED, WITHOUT REGARD TO DIRECTION. A LOG OF CONNECTING LINKS AND SPURS FOLLOWS THE LOG OF NUMBERED HIGHWAYS, LISTING IN ALPHABETICAL AND NUMERICAL SEQUENCE BY COUNTIES IN WHICH THEY ARE LOCATED. ALL STRUCTURES HAVING MORE THAN TWENTY FEET CLEAR OPENING HAVE BEEN REFERENCE POSTED TO THE ORIGINAL HIGHWAY ON WHICH THEY WERE LOGGED. OVERLAPPING SEGMENTS OF DUPLICATE HIGHWAYS CARRY REFERENCE POSTS ASSIGNED TO THE ORGINAL ROUTE IN ALL CASES. U.S. DOT-AAR CROSSING NUMBERS FOLLOW RAILROAD NAMES FOR AT GRADE CROSSINGS. DEFINITIONS “SPUR” IS A SECTION OF STATE MARKED AND/OR MAINTAINED ROAD WHICH SERVES AS A “CONNECTOR” FROM A NUMBERED HIGHWAY TO A MAJOR POINT OF INTEREST. IN THE CASE OF SPURS THE NAME OF A CITY OR VILLAGE, AN INSTITUTION OR SOME OTHER POINT OF INTEREST IS INCLUDED IN THE TITLE TO AID IN IDENTIFYING THE SPUR. “CONNECTING LINK” IS A SECTION OF STATE MARKED AND/OR MAINTAINED ROAD WHICH FORMS A DISTANCE-SAVING CONNECTION BETWEEN NUMBERED HIGHWAYS. “ROAD” IS USED TO DENOTE THE INTERSECTION OF A LOCAL “FEEDER” ROAD WITH A NUMBERED HIGHWAY. THESE ROADS ARE NOT STATE MAINTAINED. THE WORD “ROAD” IS ALWAYS PRECEDED BY AN IDENTIFYING DESIGNATION. “P.C.” DENOTES A JUNCTION POINT OF A NUMBERED HIGHWAY WITH A RAMP. “JC.” DENOTES AN INTERSECTION OF TWO OR MORE NUMBERED HIGHWAYS. WHEN “JC.” IS PRECEDED BY A DIRECTIONAL PREFIX IT DENOTES THE BEGINNING OR ENDING OF AN OVERLAPPING SECTION OF A NUMBERED HIGHWAY WITH THE HIGHWAY BEING LOGGED. “WITH” IS USED BETWEEN THE NUMBERS OF TWO HIGHWAYS FORMING A JUNCTION. “&” IS USED BETWEEN THE NUMBER OF OVERLAPPING HIGHWAYS WHEN THEY FORM A JUNCTION WITH ONE OR MORE OTHER HIGHWAYS. STATE HIGHWAY NO. 1 POINT ON HIGHWAY REF POST MILES -CASS COUNTY- JC. N-1 WITH US-34....................................... 0+00 0.00 /BEGIN CHANNELIZED INTERSECTION/ /ASPHALT PAVEMENT/ END CHANNELIZED INTERSECTION............................. 0+04 0.04 BRIDGE, STOVE CREEK...................................... 1+66 1.66 -ELMWOOD /ENTER ON 4TH STREET/- CORPORATE LIMITS....................................... 1+73 1.73 BUSINESS CENTER - STREET CROSSES....................... 2+00 2.00 CORPORATE LIMITS....................................... 2+46 2.46 BRIDGE, N BR WEEPING WATER CREEK......................... 2+66 2.66 BRIDGE, BEAVER CREEK..................................... 4+79 4.79 MURDOCK SPUR S-13A ON THE LEFT........................... 7+38 7.39 ASPHALT TO CONCRETE PAVEMENT............................. 12+84 12.85 JC. N-1 WITH N-50........................................ 12+91 12.92 CONCRETE TO ASPHALT PAVEMENT............................. 12+98 12.99 BRIDGE, SOUTH CEDAR CREEK................................ 13+43 13.44 UNION PACIFIC GRADE XING /433-229-D/..................... 13+80 13.81 BEGIN CHANNELIZED INTERSECTION........................... 23+21 23.22 END CHANNELIZED INTERSECTION............................. 23+55 23.56 -MURRAY /ENTER ON MAIN STREET/- CORPORATE LIMITS....................................... 25+48 25.49 ASPHALT TO CONCRETE PAVEMENT........................... 25+85 25.86 BUSINESS CENTER - STREET CROSSES....................... 25+96 25.97 CONCRETE TO ASPHALT PAVEMENT........................... 26+06 26.07 VIADUCT OVER UPRR 432-980-E............................ 26+13 26.13 ASPHALT TO CONCRETE PAVEMENT........................... 26+17 26.18 CORPORATE LIMITS....................................... 26+63 26.64 CONCRETE TO ASPHALT PAVEMENT............................. 26+76 26.77 BEGIN CHANNELIZED INTERSECTION........................... 26+82 26.83 JC. N-1 WITH US-34 & 75.................................. 26+88 26.89 /END CHANNELIZED INTERSECTION/ ***** 1 STATE HIGHWAY NO. 2 POINT ON HIGHWAY REF POST MILES -SIOUX COUNTY- SOUTH DAKOTA-NEBRASKA STATE LINE......................... 0+00 0.00 /AT REFERENCE POST 165+24 ON N-71/ /NEXT 55.17 MILES REFERENCED ON N-71 & US-20/ -BOX BUTTE COUNTY- S. JC. N-2 WITH N-71 /N-71 LEAVES ON THE RIGHT/.......... 55+27 55.11 /AT REFERENCE POST 110+10 ON N-71/ /ASPHALT PAVEMENT/ BRIDGE, STREAM........................................... 57+34 57.28 BRIDGE, STREAM........................................... 62+15 62.10 -HEMINGFORD /ENTER ON NIOBRARA STREET/- CORPORATE LIMITS....................................... 66+67 66.61 ASPHALT TO CONCRETE PAVEMENT........................... 67+16 67.10 /BUSINESS CENTER - STREET CROSSES/ CONCRETE TO ASPHALT PAVEMENT........................... 67+18 67.12 P.C. /RAMP RIGHT/...................................... 67+28 67.22 N-2 TO N-87 LINK L-7E ON THE LEFT...................... 67+32 67.26 P.C. /RAMP RIGHT/...................................... 67+34 67.28 CORPORATE LIMITS....................................... 67+59 67.53 BRIDGE, STREAM........................................... 71+63 71.80 -BEREA /UNINC./- BUSINESS CENTER........................................ 76+02 75.95 GRADE SEPARATION UNDER US-385............................ 76+82 76.75 /AT REFERENCE POST 117+69 ON US-385/ P.C. /RAMP LEFT/......................................... 77+38 77.33 BEGIN CHANNELIZED INTERSECTION........................... 77+43 77.38 N. JC. N-2 WITH US-385 /US-385 JOINS ON RT/.............. 77+47 77.42 /AT REFERENCE POST 116+90 ON US-385/ /NEXT 7.92 MILES REFERENCED ON US-385/ /END CHANNELIZED INTERSECTION/ -ALLIANCE /ENTER ON 3RD STREET/- S. JC. N-2 WITH US-385 /US-385 LEAVES ON THE RIGHT/.... 85+30 85.34 /AT REFERENCE POST 108+98 ON US-385/ /BEGIN CHANNELIZED INTERSECTION/ /CONCRETE PAVEMENT/ P.C. /RAMP RIGHT/...................................... 85+32 85.36 END CHANNELIZED INTERSECTION........................... 85+35 85.39 JC. N-2 WITH CODY AVENUE............................... 85+75 85.79 CONCRETE TO ASPHALT PAVEMENT........................... 85+96 86.00 ASPHALT TO CONCRETE PAVEMENT........................... 86+05 86.09 GRADE SEPARATION UNDER BNSF RR 089-015-N............... 86+13 86.17 CONCRETE TO ASPHALT PAVEMENT........................... 86+20 86.24 2 STATE HIGHWAY NO. 2 POINT ON HIGHWAY REF POST MILES JC. N-2 WITH EMERSON AVENUE............................ 86+36 86.40 ASPHALT TO BRICK PAVEMENT.............................. 86+59 86.63 JC. N-2 WITH BOX BUTTE AVENUE.......................... 86+72 86.76 /BUSINESS CENTER - STREET CROSSES/ BRICK TO ASPHALT PAVEMENT.............................. 86+79 86.83 JC. N-2 WITH MISSISSIPPI AVENUE........................ 87+09 87.13 JC. N-2 WITH POTASH AVENUE............................. 87+23 87.27 /ASPHALT TO CONCRETE PAVEMENT/ P.C. /RAMP LEFT/....................................... 87+32 87.36 JC. N-2 WITH N-87 ON THE LEFT.......................... 87+36 87.39 CONCRETE TO ASPHALT PAVEMENT........................... 87+42 87.45 LEAVE CORPORATE LIMITS................................. 87+45 87.48 ASPHALT TO CONCRETE PAVEMENT............................. 87+56 87.59 RE-ENTER CORPORATE LIMITS.............................. 87+78 87.81 VIADUCT OVER BNSF RR 064-765-C......................... 87+79 87.82 BEGIN CHANNELIZED INTERSECTION......................... 88+01 88.04 CORPORATE LIMITS....................................... 88+02 88.05 CONCRETE TO ASPHALT PAVEMENT............................. 88+03 88.06 ALLIANCE MAINTENANCE YARD LT............................. 88+29 88.32 JC. N-2 WITH KANSAS STREET............................... 88+40 88.43 END CHANNELIZED INTERSECTION............................. 88+59 88.62 W. JC. BOX BUTTE-SHERIDAN COUNTY LINE.................... 93+52 93.55 -ON BOX BUTTE - SHERIDAN COUNTY LINE- E. JC. BOX BUTTE-SHERIDAN COUNTY LINE.................... 93+94 93.95 -RE-ENTER BOX BUTTE COUNTY- BOX BUTTE-SHERIDAN COUNTY LINE........................... 95+77 95.78 -SHERIDAN COUNTY- -ANTIOCH /UNINC./- BUSINESS CENTER........................................ 101+98 101.98 -LAKESIDE /UNINC./- JC. N-2 WITH N-250 ON THE LEFT......................... 110+38 110.37 BEGIN CHANNELIZED INTERSECTION........................... 117+92 117.91 -ELLSWORTH /UNINC./- JC. N-2 WITH N-27 ON THE LEFT.......................... 118+08 118.07 END CHANNELIZED INTERSECTION............................. 118+15 118.14 -BINGHAM /UNINC./- STREET TO BUSINESS CENTER /............................ 128+50 128.46 SHERIDAN-GRANT COUNTY LINE............................... 132+85 132.91 -GRANT COUNTY- -ASHBY /UNINC./- STREET TO BUSINESS CENTER /............................ 137+07 137.10 HYANNIS MAINTENANCE YARD LT.............................. 145+00 145.03 3 STATE HIGHWAY NO. 2 POINT ON
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