HomeMy WebLinkAboutC14-024 HUTF Mileage Certification . 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If any of the above attachments or enclosures are missing, or if you have any questions or require assistance in completing your reports,please contact Aaron Rhodes at(303) 512-4843 or aaron.rhodes @state.co.us. 2 GENERAL REPORTING REQUIREMENTS The HUTF Annual Mileage Certification is required from all eligible jurisdictions each year. The enclosed Road System Inventory Listing reflects the status of the public roadway system for your jurisdiction as of December 31, 2012. Please review your inventory for accuracy and update it as needed. Your job is to update this information so that it reflects the status of the public roadway system for your jurisdiction as of December 31, 2013. If your inventory listing needs updating,you must decide whether changes should be made: 1) Directly on the Inventory Listing. Changes to route names, descriptions, surface types, surface width,number of through lanes, administrative classification, surface condition, and abandonments should be noted directly on the road inventory listing. Counties should note any former county roads that have been"annexed"by a city or town. Municipalities should note roads returned to county jurisdiction via"de-annexation". (See examples on Pps. 15-16) 2) By adding information to the"System Change Report".Changes that involve adding new roads, changing corporate boundaries(with or without adding roads) and changing segment lengths on existing roads need to be submitted on the"System Change Report". (see P.17) If there are no changes to report on your Road System, simply sign the"Signature Sheet"at the end of the inventory listing,write"NO CHANGES"on it,and return it to the address on P.6. 1. Inventory Listing Changes The following types of updates should be marked directly on your Inventory Listing. Cross out any inaccurate information, and type or print any necessary corrections. Refer to Pps.15-16 for Inventory Listing Change Examples. Return a copy of all applicable page(s)with your submittal. A.Route Name Changes of an existing road or road segment. Cross out the old name and insert the new name. Also, be sure to change references to the name elsewhere in the inventory listing, including the From and To of cross streets. On the map, cross out the incorrect name and insert the correct name. If a road has both a name and number,use the name or number that is shown on the map provided. Please use both the name and number, if applicable. B.Description Changes of a road or road segment should reflect the from-to description and direction of travel,preferably from South to North, West to East, SW to NE or SE to NW. C. Surface Type Changes of a road or road segment being reported. For the appropriate two-digit code number,refer to pages 7-8 for Surface Type Codes and Definitions. D. Surface Width Changes of a road segment,measured in feet,between toes of curb pans. If curbs are not present,measure the width of the driving lanes from edge-of-oil to edge-of-oil. On dirt and/or gravel roads,measure the width of the driving lanes. For further details, refer to page 10 for Roadway Schematics. E.Number of Through Lanes Changes of a road or road segment being reported. 3 F.Administrative Classification Changes of a road or road segment being reported. Codes are: 0—non-chargeable, overlap miles 7—future segment the National Highway System 1 —arterial service 8—open roadway maintained by another entity,not eligible 2—local service for HUTF(e.g.,private, federal) 4—planned local road 9—non-maintained, including all primitive surface,type 10 The administrative classification number is determined by the County's Commissioners and/or other local official(s). Only roads with an administrative classification code number of(1)or(2) are eligible for HUTF funding. Only report roads that are open to the public as administrative class 1 or 2 .Use administrative class 4 for roads that are under construction or planned but not yet built.DO NOT report any new primitive roads (surface type= 10), alleys, driveways, etc. in your inventory. These types of facilities should be included in your GIS file submission, if your GIS data includes them. G. Overlay Thickness Depth of overlay pavement. Typically updated when `ProjectYr' has been updated. H. Surface Condition Changes (priPSI) of a road or road segment being reported. Refer to pages 11-12 for Surface Condition Rating Criteria. The valid surface condition code letters are: G—Good F—Fair P—Poor #.# - Value measured by instrumentation(0.0-5.0) I.Inspection Year may be used as you choose. Initially, the value stored in this column was the year of most recent update(i.e., visual inspection of roadway characteristics). J.Project Year is intended to contain the year in which the roadway is resurfaced(not built). Project year should be more recent than `BuiltYr' and can involve an update to Overlay Thickness. K. Built Year is intended to contain the year of initial construction or major reconstruction. Reconstruction typically requires the complete removal and replacement of at least the old pavement surface, and oftentimes the base material as well. L. Other changes to mark directly on the inventory listing: • Abandoned road segments which are not open or not maintained are not eligible for HUTF money. On the Inventory Listing, cross out the applicable row(s), and write"ABANDONED"over that segment(s). • Duplicate Entries. If a segment is listed more than once in the inventory,please cross out the applicable row(s) and write"DELETE DUPLICATE"over that segment(s). • Annexed roads or road segments are eligible for HUTF money to the annexing jurisdiction. On the Inventory Listing, Counties should cross out the applicable row(s), and write"ANNEXED" over that segment(s). Also,on the map, indicate what was annexed. Note: Both the receiving and the relinquishing jurisdictions should identify the annexed segment verb that both jurisdictions agree. • Roads not open to the public. If any alley,primitive road or road closed to the public is on your Inventory Listing and/or map, it should be deleted from your road system inventory. 4 2. System Change Report If your jurisdiction has changed the length of existing road segments, annexed road segments,or opened new road segments,report those changes on the"System Change Report". The report must include the type of change and all the information on the form: route name, description, length, surface type, surface width,number of through lanes, administrative classification, and surface condition, as appropriate. The report includes two additional fields: • "Map Change Number" is to be used to cross reference new roads or length changes to existing roads on the map that we have provided. Number each change on the"System Change Report". Then, on the map, accurately sketch in the change, circle it, and label with the corresponding number. This will clearly identify each change, and enable CDOT to correctly update maps. Where necessary,use leader lines to better identify the change on the map. Refer to page 17 for the"System Change Report Example"and to page 18 for a"Map Change Example". • "Comments" is used to indicate whether the entry is newly constructed, annexed, or was a length change of an existing road, and to provide any other useful,relevant information. Generally, county roads must be outside City Limits to be eligible for County HUTF monies. Legible subdivision plats with a map scale must be included and are absolutely necessary for determining proper alignment when updating maps. New roads or length changes to existing roads will not be added to your Road System without adequate plats and/or engineering drawings. Please do not send plats from previous years unless they pertain to this year's report. In summary: • New Roads,including annexations, are to be added to the System Change Report by filling in all of the information in each column. Please include a segment number so that the order of the new segment in relation to the preceding or following segments (if any) is clear. • Length Changes are added to the System Change Report by filling in all columns. Enter length to the nearest hundredth(x.xx) of a mile for each change submitted. See page 9 for instructions on correctly measuring lengths. 3. Municipal Boundary Changes City limit changes must be reported even though they may not change street mileage. A legible copy of the Annexation Plat(including a map scale) is sufficient to meet this requirement. If an annexation encompasses all or part of a county road, and that road segment is maintained by the city, that city must report it as an annexed City Street on the System Change Report to have it included in the eligible mileage. The county should mark that segment on the Inventory Report as no longer being eligible for county HUTF money("ANNEXED"). Please review our maps for accuracy concerning city limits, sketch city limit changes on the map, and, if applicable, label each annexation to assist us in revising city limit boundaries. Jurisdiction Splits are a special case. To properly calculate road mileage, segments with split jurisdiction are split in half lengthwise,with one jurisdiction have an AdminClass code of"0"on half, and"1"on the other half. The admin class codes are reversed on the other jurisdiction. In this way, each jurisdiction can see that the entire road is represented, and the mileage is correct. 5 REPORT SUBMITTAL CHECKLIST A completion checklist is being provided to help in the preparation of your report. It is provided for your internal use only, and need not be returned with your report. Activity Date Completed Completed By Review Inventory Listing for accuracy Alter Inventory Listing by updating fields as necessary Prepare"System Change Report"by adding new roads, annexations or length changes. Identify on CDOT map,the additions corresponding to entries made on the"System Change Report" Provide Plats/GIS for all new Roads, length changes to existing roads and city limit changes. Complete"HUTF Address Change Form", if applicable Have Signature Sheet signed by the appropriate official(s) Mail inventory report, system change report,map, plats and signature sheet to CDOT(address below) Keep a copy of all documents, forms, reports, maps, and plats for your records. The materials that you send to us will not be returned to you, and will only be retained in our files for three years. Please submit your Mileage Certification Report by February 1,2014 to: Attn.Aaron Rhodes Colorado Department of Transportation DTD, Shumate Bldg. 4201 East Arkansas Avenue Denver, Colorado 80222 6 SURFACE TYPE CODES AND DEFINITIONS UNPAVED SURFACES: 13 -Primitive Road: An unimproved public road on which no maintenance is performed. (Formerly code= 10) 14 -Unimproved Road: A road using the natural surface and maintained as barely passable for motor vehicles,but not conforming to the requirements for a graded and drained road. The road may have been bladed and minor improvements may have been made locally. (Formerly code=20) 15 -Graded and Drained: A road of natural earth aligned and graded to permit reasonably convenient use by motor vehicles and having drainage systems(natural and artificial) sufficient to prevent serious impairment of the road by normal surface water. It is with or without dust palliative treatment or a continuous course of special borrow material to temporarily protect the roadbed, and to facilitate immediate traffic service. (Formerly code=30) 16 - Soil, Gravel or Stone: A road, the surface of which consists of mixed soil, stabilized soil, gravel or stone. Gravel or stone surfaces may also be stabilized. (Formerly code=40) PAVED SURFACES: 2-Conventional Asphalt Concrete(Bituminous) Dense-graded asphalt concrete surface. One or more base/subbase layers may be present(including other AC (Bituminous) layers or a cement stabilized base)but are not required. (Formerly codes= 51, 52, 53, 61) 3 -Jointed Plain Concrete Pavement(JPCP) -Jointed,un-reinforced Portland Cement Concrete(PCC) pavement, including a PCC overlay of this surface type placed on an existing AC (Bituminous) pavement(whitetopping). One or more base/subbase layers may be present but are not required. (Formerly code=71) 4-Jointed Reinforced Concrete Pavement(JRCP) -Jointed,reinforced PCC pavement including a PCC overlay of this surface type placed on an existing AC (Bituminous)pavement(whitetopping). One or more base/subbase layers may be present but are not required. (Formerly code=72) 5 -Continuously Reinforced Concrete Pavement(CRCP) -Continuously reinforced PCC pavement, including a PCC overlay of this surface type placed over a previously existing AC (Bituminous) pavement(whitetopping). One or more base/subbase layers may be present but are not required. (Formerly code=73) 6-AC (Bituminous)Overlay over Existing AC (Bituminous)Pavement -Dense-graded AC (Bituminous) surface layer with or without other HMAC layers placed over a previously existing AC (Bituminous)pavement but not existing composite pavements. (Formerly code=62) 7-AC(Bituminous)Overlay over Existing Jointed Concrete Pavement-Dense-graded AC (Bituminous) surface layer with or without other AC(Bituminous)layers placed on an intact JPCP or 7 JRCP, including those previously overlaid with AC(Bituminous) (composite pavement). 8 -AC(Bituminous) Overlay over Existing CRCP -Dense-graded AC (Bituminous) surface layer with or without other AC (Bituminous) layers placed on an intact CRCP, including those previously overlaid with AC(Bituminous) (composite pavement). 9-Unbonded Jointed Concrete Overlay on PCC Pavements-JPCP or JRCP overlay placed over an intact JPCP,JRCP, or CRCP with a separator layer to prevent bonding of the two PCC layers. The overlaid concrete pavement may rest on one or more base/subbase layers or directly on the subgrade. (Formerly code=75) 10 -Bonded PCC Overlays on PCC Pavements -PCC overlay bonded to an existing JPCP, JRCP or CRCP. The overlaid concrete pavement may rest on one or more base/subbase layers or directly on the subgrade. (Formerly code=74) 11 —Other- Surface types not covered by types 1-11 (includes whitetopping). (Formerly code= 76, 80) FUNCTIONAL CLASSIFICATION CODES AND DEFINITIONS 1 =Interstate 2=Principal Arterial- Other Freeways or Expressways 3 =Principal Arterial -Other 4=Minor Arterial 5 =Major Collector 6=Minor Collector 7=Local NOTE: These classes are set by CDOT and FHWA and cannot be changed by local jurisdictions. 8 ROADWAY SCHEMATICS FIGURE 1A TYPICAL ROADWAY LENGTH MEASUREMENT (LENGTH OF SECTION) I HH I I{1 I I SEG1N AND END Rfi+G&R CENDERS OF FRERSECING ROADS I pECCRD Atl LENGTHS 0 1E NEAREST H/C EM RDDq OF A MCEI FIGURE 1B TYPICAL ROADWAY LENGTH MEASUREMENT (LENGTH OF SECTION) I I \l IBEGIN lERGTH MEAGREA@R AT APRtmOAAJE OMER OF NC DO NTERSECING AT THE 1FR (RECORD All LENGTHS 10 iH NEAREST H NDEM (WM OF A MLEI FIGURE 1C TYPICAL ROADWAY LENGTH MEASUREMENT CUL - DE - SAC (LENGTH OF SECTION) =BON 10 BEMIRED I \EGH MGM MFASIMEHE ART A APPRC O AAIE CENTER OF INIERSECING a E: THROUGH 1HEE� MO COMMIE DE SAC 10 THE ENO CF HE Cu DE SAC 9 MORD All TEN686 0 THE TENET R1ECHEM (1Dq OF A TAE( PTEASE DO Na MASHIE A CRaE ROM 9 FIGURE 2 WIDTH MEASUREMENT OF PAVED ROAD - NO CURBS WSurf/Wd) I SHOULDER I EARTH OR GRAVEL I EOGE OF PANE7.CE a / O L I ( MEASRtE WIDTH BETWEEN EDGES OF PAVESEVT ! Cl RECCCO ALL WO RS TO 1 E TEASER FOOT] FIGURE 3 WIDTH MEASUREMENT OF PAVED ROAD - WTIH CURBS (pdUStrf/Wd) I CIRB AND RUDER PM I /EoGE OF ROAD suF I ACE ]e r` —n CROSS SECDON MEASURE WONT BEWEEN TOES OF CURB RAM IREOZIRD ALL WERID A DE NEAREST FOOSJ FIGURE 4 WIDTH MEASUREMENT OF DIRT OR GRAVEL ROAD (PlVsuf/Wd) I I EDGE OF DRIVE SURFACE 1 diii. . -. - WARRE VIM SEMEN EDGES• a:ou sECnoN Ce DRIVE sBSACE 10 Kam ASl WORTS 10 DE NEARER POOL) REAM no NQ *MOE DRAS4AGE MEAL BARROW WOES. ER:. 10 SURFACE CONDITION RATING CRITERIA As required by Section 43-2-120 (5)(a-b), C.R.S. 1973, the annual county,town and city reports will contain information concerning the condition of their streets and roads. The Road Inventory Listing should be used to update Surface Condition(priPSI) changes. The ratings on the enclosed inventory listing reflect the surface condition of the roadway segment for the most recent reporting year. To update the values, if necessary, for the current year,please cross out any incorrect information, and insert the corrections. Keep the original listing for your records, and return photocopies of those pages where changes were made. The surface condition ratings for new roads that were added to your system(including annexations) should be reported on the Road System Change Report, in the Surface Condition column. To rate the surface condition of road segments,use the information below as a guideline to determine the correct condition type. Paved roads are those listed in the priSurf column having values of 51 through 80. The unpaved roads are those with priSurf values of 10 through 40. Unpaved roads should be rated on typical conditions observed throughout the year and not on best or worst condition. GOOD SURFACE CONDITION- "G" PAVED ROADS: • The pavement is smooth enough to give a"first class" ride. • Pavements exhibit few, if any visible signs of surface deterioration. Asphalt pavements may be beginning to show evidence of rutting and fine random cracks. Concrete pavements may be beginning to show evidence of slight surface deterioration, such as minor cracks and spalling. This random cracking or patching should not be more than 20 percent of the roadway surface being evaluated. • Cross-section is uniform. There is positive drainage with good curbs and gutters or ditches. • All pavements constructed or resurfaced during the last 12 months should be rated in this category. UNPAVED ROADS: • There is adequate width for safe passage of large vehicles. • Graded to a uniform cross-section,having a crown and ditches to provide good drainage. • The surface is smooth with no washboards, rutting or soft areas;vehicles can safely travel at the posted speed limit. • There is adequate gravel uniformly spread across the surface. • During periods of wet weather, roads will support traffic. 11 FAIR SURFACE CONDITION- "F" PAVED ROADS: • The ride qualities of pavements are noticeably inferior to those of the good category. • Asphalt pavement defects may include rutting, cracking, and patching. Concrete pavements may have a few joint failures, faulting and cracking, and some pumping. Cracking or patching should not be more than 60 percent of the section of roadway surface being evaluated. • Cross-section is not uniform; water puddles in areas; curbs and gutters or ditches may be present but drainage is not consistent. • Pavements that are 1-9 years in age may tend to fall into this category. UNPAVED ROADS: • Adequate width for safe passage of cars and pickup trucks. • Cross-section may vary; the crown is not consistent; ditches and drainage are not adequate. • The surface has occasional washboards and ruts but irregularities do not interfere with safe vehicle operation at the speed limit. • Gravel is present,but lacking in the wheel paths or in short stretches. • During periods of wet weather,puddles develop; the road is slippery but will support normal traffic. POOR SURFACE CONDITION- "P" PAVED ROADS: • The ride qualities of pavements are noticeably inferior to those of the fair category, and are not tolerable for high speed traffic and may be uncomfortable for medium speed traffic. • Asphalt pavement defects may include extensive rutting, alligator cracking, and extensive patching. Concrete pavements may have several joint failures, faulting and cracking, and major areas of severe pumping. The cracking or patching of a roadway in this category will be greater than 60 percent of the section of roadway surface being evaluated. • Cross-section varies; water puddles throughout; curbs and gutters or ditches do not function or do not exist. • Pavements have deteriorated to an extent that they are in need of resurfacing or are in such an extremely deteriorated condition that they may need complete reconstruction. • Pavements that are 9 or more years in age may tend to fall into this category. UNPAVED ROADS: • Two cars cannot safely pass. • Cross-section varies. There is no crown or ditches, and water does not drain from the road. • The surface has washboards,ruts, soft areas;vehicles must slow to less than the speed limit. • Gravel is sparse or does not exist. • During periods of wet weather, cars cannot safely travel. 12 INVENTORY LISTING CONTENTS AND ABBREVIATIONS COLUMN NAME DESCRIPTION Segm/ID Segment I.D. number(unique, ordered, sequence number). Route County Road number or City Street name. City street names must end with a two letter street-type abbreviation as listed on the next page. Route Alias English Name of road or CR nn.n if no English Name(Counties only). Description Beginning point, direction, and ending point of road segment. See next page for standard abbreviations and usage. Length Length of street segment to the nearest hundredth of a mile(x.xx). Pri/Surf Surface type. See pps. 7-8 for a detailed listing. Pri/Sirf/WD For divided streets,total width of driving lanes in the primary and secondary directions, excluding the median width. For undivided streets, total width. Thru/Ln/Qty Number of through lanes. Admin/Class Administrative classification system. The codes for admin/class are: 0—overlapping miles,non-chargeable. 1 —arterial service. 2—local service. 4—Future local road(under construction). 7—future segment the National Highway System(CDOT Only). 8—open road maintained by another entity,not eligible for HUTF. 9—not-maintained,not eligible for HUTF. Jur/split Jurisdictional split. The codes for jur/split are: 1 - county/county split. 2 - city/county split. 3 - city/city split. 5 - on State line,jurisdiction split with neighboring state jurisdiction. 0 or Blank- no jurisdictional split. Func/Class/ID Functional classification. (Can only be changed by CDOT and FHWA). OverlayThick Depth of overlay pavement(if applicable). PriPSI Pavement condition. InspYr Year of most recent inspection. BuiltYr Year of initial construction or major reconstruction. ProjYr Year of surface improvement(resurfacing must be an overlay of at least 1/2") 13 Street Type Suffix Abbreviations - :• e LN Lane LP Loop __________No Type PA Path PL Place AL 'Iley PT Point 'V Avenue PY Parkway BD Boulevard RD Road RN Run CD Cul De Sac SQ Square CI 3=1111111 ST Street MIIIMICounty Road TE errace CT Court TR Trail EIMINCove VI iew DR Drive WY ay EX Expressway From/To Abbreviations regaili ti BARR Barrier NOCHG Number change BDRY Boundary NP National park BGN Begin OPERCH One-way/Two-way change CBD Central business district OWNCHG Govlevel Ownership Change CDS Cul de sac PCG Posted cattle guard CG Cattle guard PG Posted gate CL City limits PRK Park COLI County line RRX Railroad crossing CRK Creek RVR River ECL East city limits SCL South city limits END End of road SH State Highway GLCH Gulch SPLIT Jurisdictional split HOVCH Begin/End HOV Lanes(s) SRFCH Surface change HPMS Begin/End HPMS Sample STP State Park or State Rec.Area LG Locked gate STR Structure/Bridge LNCHG Change in#of thru lanes SYSCH System change NAAQBDRY Nonattainment area Bdry TG Toll gate NCL North city limits URBDRY Urban boundary NFOR National forest WCL West city limits NGL National grassland WIDCH Width of surface change NMCHG Name change NMON National monument 14 c 0 0>- 0 O 0- N �u "Ot r .3 O v. cr r (I • r CO r- [Q 1• r r• r ' a r• r r a c.T- L Cr r.3. 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W �, �,” 1/2/14 CDOT HUTF Calculate Mileage Acc.L.24•100 Webiltir Local Road Editor IF* P OT Home Help Resources Contact Us Logo if 01CPAAMIIT OP TRANS•OPTPT0P1 Mileage Statistics & Totals for Eagle Co CenterLine Miles Lane Miles Paved: Arterial: Paved: Arterial: 135.95 109.88 301.17 220.06 Unpaved: Local: Unpaved: Loral: 382.93 409.00 596.31 677.42 Total eligible: Total: 518.88 897.48 Center Line Miles Lane Miles Paved: Paved: 9.83 20.37 Unpaved: Unpaved: 133.34 180.50 Total non-eligible: Total: 143.17 200.87 7t1 Download signature sheet(pdf) Submit data Get Adobe Reader Print this page IIITTM11 mcmarr dtdapps.coloradodotinfoThuttNiewoMileage/037