American Assciatin f State Highway and Transprtatin Officials Seven (7) Page Frm An Applicatin frm the State Highway r Transprtatin Department f Oklahma fr (select ne f the fllwing): Eliminatin f a U.S. (Interstate) Rute Establishment f a U.S. (Interstate) Rute Extensin f a U.S. (Interstate)Rute X Relcatin f a U.S. (Interstate) Rute US 77 Establishment f a U.S. Alternate Rute Establishment f a Temprary U.S. Rute **Recgnitin f a Business Rute n U.S. (Interstate) Rute **Recgnitin f a By-Pass Rute n U.S. Rute *Establishment f a U.S. Bicycle Rute (A NEW FORM IS BEING DEVELOPED FOR US BIKE ROUTES cntinue t use this until the new frm is finalized) *Relcatin f a U.S. Bicycle Rute (SAA) Between Grant Ave. in Pauls Valley and Chickasaw St. in Pauls Valley The fllwing states r states are invlved: Oklahma Department f Transprtatin * Bicycle Rutes: Attach map n page 3. Obtain Signatures, page 4. Type a statement indicating that there are n deficiencies n the prpsed US Bike Rute. Other sectins nt applicable. ** Recgnitin f A lcal vicinity map needed n page 3. On page 6 a shrt statement t the effect that there are n deficiencies n prpsed ruting, if true, will suffice. If there are deficiencies, they shuld be indicated in accrdance with page 5 instructins. All applicatins requesting Interstate establishment r changes are subject t cncurrence and apprval by the FHWA DATE SUBMITTED Select frm Calendar: February 1, 2008 SUBMIT APPLICATION ELECTRONICALLY TO usrutes@aasht.rg Yu may cnvert yur frm as a PDF file, print then scan r submit as a saved wrd file. Send nly ne cpy, please.
The purpse f the United States (U.S.) Numbered Highway System is t facilitate travel n the main interstate highways, ver the shrtest rutes and the best available rads. A rute shuld frm cntinuity f available facilities thrugh tw r mre states that accmmdate the mst imprtant and heaviest mtr traffic flw in the area. The rutes cmprising the Natinal System f Interstate and Defense Highways will be marked with its wn distinctive rute marker shield and will have a numbering system that is separate and apart frm the U.S. Numbered Highway System. Fr the cnvenience f the mtrist, there must be cntinuity and a unifrm pattern f marking and numbering these Interstate rutes withut regard t state lines. The U.S. Numbered System was established in 1926 and the Interstate Numbered System was established in 1956. Bth have reached the perid f review, revisin, and cnslidatin. They nw need perfecting rather than expansin. Therefre, any prpsed alteratin in the established systems shuld be extremely meritrius and thrughly, thugh cncisely, explained in rder that the Special Cmmittee n U.S. Rute Numbering and the Standing Cmmittee n Highways f the Assciatin may give prmpt and prper cnsideratin t each and every request made by a member department. Explanatin and Reasns fr the Request (US and Interstates Only): (Keep cncise and pertinent.) The relcatin f US 77 designatin ne blck nrth n a fur lane Street (SH 19) will alleviate significant traffic and turn cngestin ff a tw lane Street. Date facility available t traffic: Presently pened fr traffic Des the petitin prpse a new ruting ver a prtin f an existing U.S. Rute? N If s, where? Des the petitin prpse a new ruting ver a prtin f an existing Interstate Rute? N If s, where? 2
Map f state, r prtin theref, indicating prpsed additin r change in the (This includes US, Interstates and 3
The State agrees and pledges its gd faith that it will nt erect, remve, r change any U.S. r Interstate Rute Markers n any rad withut the authrizatin, cnsent, r apprval f the Standing Cmmittee n Highways f the American Assciatin f State Highway and Transprtatin Officials, nt withstanding the fact that the changes prpsed are entirely within this State. The weighted average daily traffic vlume alng the prpsed rute, as shwn n the map n page 3, is 3700 as cmpared t 5526 fr the year 2006 fr all ther U.S. Numbered Rutes in the State. The Purpse and Plicy in the Establishment and Develpment f the United States Numbered Highways, as Retained frm Octber 3, 1991 r the Purpse and Plicy in the Establishment f a Marking System f the Rutes Cmprising the Natinal System f Interstate and Defense Highways as Retained frm August 10, 1973 has been read and is accepted. In ur pinin, this petitin cmplies with the abve applicable plicy. (Signature Required see nte belw) Chief Executive Officer Oklahma Department f Transprtatin (Member Department) This petitin is authrized by fficial actin f The Transprtatin Cmmissin under date f September 10, 2007 as fllws: (Cpy excerpt frm minutes.) 4
(This includes US, Interstates and Bicycle Rutes) A letter frm yur Chief Executive Officer with the CEO s signature is sufficient when submitting yur applicatin, if yu chse nt t include the signature n this frm. 5
(US and Interstates Only) Instructins fr Preparatin f Page 6 Clumn 1: Cntrl Pints and Mileage. Tp f clumn is ne terminus f rad. Indicate cntrl pints by identical number as shwn n map n page 3. Shw mileage between cntrl pints in miles and tenths. Clumn 2: Pavement Type. Cde High type, heavy duty H Intermediate type I Lw type, dustless L (shw in red) Nt paved N (shw in red) Clumn 3: Pavement Cnditin Cde Excellent E Gd G Fair F (shw in red) Pr P (shw in red) NOTE: In clumns 2 and 3, where pavements types and cnditins change, the lcatin f the change shall be indicated by a shrt hrizntal line at the prper place ppsite the mileage lg and the prper cde letter (shwn abve) shall be entered in the respective clumn between the lcatins s indicated. Clumn 4: Clumns 5 & 6 Clumns 7 & 8 Clumn 9: Clumn 10: Clumn 11 Traffic. Indicate average daily traffic vlumes in this clumn. Pints f changes in these data t be indicated by shrt hrizntal lines ppsite the apprpriate mileage pint n the mileage lg. Any existing main line rail crssing that is nt separated shall be indicated at the apprpriate mileage pint by RXR - black if signalized - red if nt prtected by signals. Pavement Width and Shulder Width. These clumns t be cmpleted by cmparing standards f highway invlved with applicable AASHTO standards. Entries that fall t the right f the tlerance lines (dashed) shuld be shaded in red. If there are n deficiencies indicate by use f the wrd NONE. Majr Structures. Shw in these clumns thse structures that d nt meet AASHTO standards. Shw by hrizntal line sufficiently lng t indicate percentage f deficiency. Prtin n right f tlerance line shall be shwn in red. Indicate length f structure in feet immediately under the line. Any sub-standard highway underpass structure shall be shwn ppsite the apprpriate mileage pint by the designatin LP with the vertical clearance in feet fllwing and shwn in red. If there are n deficiencies indicate by the use f the wrd NONE. Vertical Sight Distance. Items t be shwn in this clumn as a hrizntal line, the length f which will indicate the deficiency as determined in accrdance with cmparisns with cmparable AASHTO standards. Prtins f the line past the tlerance line shall be shwn in red. Hrizntal Curvature. Curves in excess f AASHTO applicable standards t be shwn in this clumn by a shrt hrizntal line with degree f curve shwn immediately abve the line. T be shwn in red. Percent Grades. Shw by hrizntal lines ppsite prper mileage pint n mileage lg. Shw percent f grade abve the line and length f grade in feet immediately belw. T be shwn in red. What fllws is an Excel wrksheet that yu can pen by right clicking yur muse and select Wrksheet Object yu can then Edit, Open r Cnvert but yu must first unlck the frm as shw when inserting maps.. 6
Duble click inside frame t release excel wrksheet. Click utside frame t re-lck. (US and Interstates Only) 2 3 5 6 7 8 9 10 11 Mileage 9.98 Cntrl Pints and Mileage Pavement Type Pavement Cnditin Traffic ADT Pavement Width Deficiency Cmparisn t Applicable AASHTO Design Standards Shulder Width Deficiency Majr Structures Radway Width Deficiency H - Lading Deficiency Vertical Sight Distance Deficiency Percent Percent Percent Percent Percent Shw When In Excess f Standard Hrizntal Curvature 0.12 H E 7100 NONE NONE NONE NONE NONE NONE NONE Percent Grade 10 20 30 40 20 40 60 80 10 20 30 40 20 40 60 80 20 40 60 80 Degree Length 20 40 60 80 100 120 140 160 7
(This includes US, Interstates and Bicycle Rutes) Cntact regarding this applicatin: Name: Gary Ray Hwell Address: Oklahma Department f Transprtatin, Planning & Research Divisin, GIS Management Branch, 200 N.E. 21 st Street, Rm 3A-7, Oklahma City, Oklahma 73105 Telephne Number: (405) 521-3385 Fax Number: (405) 521-6917 Email Address: ghwell@dt.rg Descriptin t be prvided t the AASHTO Highways Special Cmmittee n US Rute Number (USRN) when they review this applicatin: Where des the rute begin? (Intersectin r Mile Marker) Intersectin f Ash St. (US 77) & Grant Ave. (SH 19) Describe where it is ging? Extending east n Grant Ave. 0.07 mile t Chickasaw St., thence suth n Chickasaw St. 0.05 mile t Paul Ave. What type f facility is it traveling ver? (New alignment r ver an existing pathway) existing radway. Give the directin f travel(nrth, east, suth, and west) east, thence suth Name the fcal pint city r cities Pauls Valley Length f rute in miles. 0.12 mile Where des it end? (Terminal intersectin r mile marker) Intersectin f Chickasaw (US 77) & Paul Ave. 8
United States Rute 77 State Type Intersectin Pint t Accumulated Remarks Pint Mileage in Mileage State Oklahma State Line 0 0 Pnca City 21 21 Jins U.S. 60 Bus. Pnca City 2 23 Jins U.S. 60 and U.S. 177; Leaves U.S. 60 Bus. Jct. W. Pnca City 3 26 Jins & Leaves U.S. 60 Bus. Jct. N. E. Tnkawa 9 35 Leaves U.S. 177; Jins & Leaves U.S. 60 Bus. Tnkawa 2 37 Leaves U.S. 60 Tnkawa 1 38 Jins & Leaves U.S. 60 Bus. Jct. N. Perry 21 59 Crsses U.S. 64 and U.S. 412 Perry 8 67 Crsses U.S. 64 Perry 3 70 Crsses I-35 Guthrie 36 106 Jins I-35 Edmnd 11 117 Leaves I-35 Oklahma City 12 129 Jins I-235; Crsses I-44 Oklahma City 5 134 Jins I-35 & U.S. 62; Crsses I-40 & U.S. 270; Leaves I-235 Oklahma City 5 139 Leaves U.S. 62; Crsses I-240 Mre 3 142 Nrman 5 147 Leaves I-35 Purcell 23 170 Pauls Valley 22 192 Davis 19 211 Jct. S. Davis 4 216 Crsses I-35 Jct. S. Cedar Village 4 220 Ardmre 19 239 Crsses U.S. 70 Marietta 17 256 Jct. N. Thackerville 4 260 Crsses I-35 Jct. S. Thackerville 7 267 Jins I-35 State Line 1 268