Highway Users Tax Fund (HUTF)
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Street Inventory Report for: La Plata Co FIPS Code :067 All Segments Route Name: County Road Number Route Route Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split Fun Cl Overlay Cond InspYr ProjYr Name Thick 100 100 100 BGN E 109 0.98 15 16 2 2 0 7 0.0 P 1980 Length: Length of street segment to the 100 100 150 109 E 108 1.24 16 16 2 2 0 7 0.0 P 1995 nearest hundredth of a mile (x.xx). Jurisdiction Split: 100 100 200 108 E 110 1.00 16 16 2 2 Codes0 for jur/split are:7 0.0 P 1998 100 100 300 110 E 105 3.15 16 22 2 1 0 7 0.0 G Inspection2000 Year: 100 100 Primary400 105 Surface: S STR 0.15 2 22 2 1 1 - City/County0 6 0.0 G Year2002 of most recent inspection. 100 100 PAVED500 STR SE SRFCH 1.35 2 22 2 1 2 - State/County0 6 0.0 G 2002 2 - Conventional Asphalt Concrete (Bituminous) 3 - City/City 100 100 600 SRFCH E SH 140 1.27 2 22 2 1 0 6 0.0 G 2001 2001 3 - Jointed Plain Concrete Pavement (JPCP) 5 - on State line, Project Year: Year of 100 100 4 - Jointed700 SH Reinforced 140 Concrete PavementE 134 (JRCP) 1.61 2 24 2 1 jurisdiction0 split with6 0.0 G 1996 last surface 101 101 5 - Continuously100 BGN Reinforced ConcreteN SH 140Pavement (CRCP)1.78 16 22 2 2 neighboring0 state 7 0.0 G 1998 improvement. 101 101 6 - AC200 (Bituminous)SH 140 Overlay overN Existing119 AC (Bituminous)2.21 Pavement16 22 2 2 jurisidiction.0 7 0.0 G 2000 7 - AC (Bituminous) Overlay over Existing Jointed Concrete Pavement 0 or Blank - no 102 102 100 100 N 101 2.00 16 24 2 2 0 7 0.0 G 1999 8 - AC (Bituminous) Overlay over Existing CRCP jurisdictional split 102 102 9 - Unbonded150 101 Joint Concreted OverlayE SH 140 on PCC Pavements0.45 16 24 2 2 0 7 0.0 G 1999 102 102 10 - 200BondedSH 140 PCC Overlays on PCCE 134Pavements 0.54 16 24 2 2 Functional0 Class Codes:7 These 0.0 G 2002 103 103 11 - 100OtherBGN (Surface types not coveredW SH 140 by 1 - 10 0.57 16 20 2 2 classes are 0set by DCPT and7 FHWA 0.0 F 1998 103 103 UNPAVED200 103 N 100 1.00 16 20 2 1 and cannot 0be changed by7 local 0.0 G 1999 13 - Primitive Road jurisdictions. * 103A 103A 50 BGN N SUBD BDRY 0.05 16 14 1 8 0 7 0.0 F 1996 14 - Unimproved Road 1 - Interstate 15 - Graded and Drained 2 - Principal Arterial - other Freeways 103A 103A 100 SUBD BDRY N 103 0.36 16 14 1 2 0 7 0.0 F 1996 16 - Soil, Gravel or Stone or Expressways 103B 103B 100 BGN E SH 140 0.15 16 14 1 2 3 - Principal0 Arterial - other7 0.0 F 1996 Primary Surface Width: For divided streets, total width of driving lanes in 4 - Minor Arterial 103C 103C 100 SH 140 E 103A 0.09 16 14 1 2 0 7 0.0 F 1998 the primary and secondary directions, excluding the median width. For 5 - Major Collector 103D 103D undivided100 SH 140streets, total width. E 103A 0.09 16 14 1 2 6 - Minor Collector0 7 0.0 F 1977 103E 103E 100 BGN N SH 140 0.25 16 14 1 2 7 - Local 0 7 0.0 F 1998 103E 103E 200 SH 140 E 103A 0.10 16 14 1 2 0 7 0.0 F 1977 Overlay Thickness: Depth of overlay pavement * 104 104 Lane100 Quantity:BGN Number of throughS 100 lanes - does NOT0.25 include turn13 lanes. 8 1 (if applicable)9 0 7 0.0 P 1977 104 104 200 100 S SH 140 1.66 16 20 2 1 0 7 0.0 G 2002 105 105 100 100 N STR 0.50 16 20 2 1 0 Surface6 Condition:0.0 G 1999 G = Good 105 105 200AdministrativeSTR ClassificationN IR System: 6.84 16 20 2 1 0 6 0.0 G 2009 The codes for Admin/Cl are: F = Fair 105 105 300 IR N STR 1.11 16 20 2 1 0 6 0.0 G 1995 0. Overlapping miles, non chargable. P = Poor 105 105 4001.STR Arterial Service (The CountyN SH 160 decides this, 8.15not hinged on16 ADT Counts,20 just what 2 1 0 6 0.0 G 1999 106 106 100roadsBGN we think are major/minorN SRFCH roads). 1.19 15 12 1 2 0 7 0.0 P 1982 106 106 2002.SRFCH Local Service. N 100 0.26 16 12 1 2 0 7 0.0 P 1981 106 106 3004.100 Future local road (underN LGconstruction). 0.51 15 12 1 2 0 7 0.0 P 1982 7. Future segment the National Highway System (CDOT Onl). 107 107 100 BGN N 100 1.02 16 18 2 2 0 7 0.0 F 1999 8. Open road maintained by another entity. Not eligible for HUTF. 108 108 1009.BGN Open - not maintained;N not100 eligible for HUTF0.51 16 16 2 2 0 7 0.0 P 1977 108A 108A 100*WeBGN can decide what is maintained:E 100 once a 1.58year, once every15 three years16 2 2 0 7 0 P 1977 1 & 2 are the only HUTF Roads Monday, January 28, 2013 * = ineligible segment Page 1 of 25 Street Inventory Report for: La Plata Co FIPS Code :067 All Segments Overlay Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCl Thick Cond InspYr ProjYr 100 100 100 BEGIN E 109 1.00 15 16 2 2 0 7 0.00 P 1980 100 100 150 109 E 108 1.00 16 16 2 2 0 7 0.00 P 2013 100 100 200 108 E 110 1.00 16 16 2 2 0 7 0.00 P 2013 100 100 300 110 E 105 3.15 16 24 2 1 0 7 0.00 G 2013 100 100 400 105 S STR 0.15 1 22 2 1 0 6 0.00 G 2013 100 100 500 STRUCTUREBRIDGE SE SRFCH 1.35 1 22 2 1 0 6 0.00 G 2013 100 100 600 SURFACE CHANGE E SH 140 1.27 1 22 2 1 0 6 0.00 G 2013 2001 100 100 700 SH 140 E 134 1.61 1 24 2 1 0 6 0.00 G 2013 101 101 100 BEGIN N WIDTH OF SURFACE 1.02 16 18 2 2 0 7 0.00 G 2013 CHANGE 101 101 150 WIDTH OF SURFACE N 100 0.25 16 22 2 2 0 7 0.00 G 2013 CHANGE 101 101 200 CR 100 N SH 140 0.51 16 22 2 2 0 7 0.00 F 2013 101 101 400 SH140 N 102 0.47 16 22 2 2 0 7 0.00 F 2013 101 101 500 102 N 119 1.74 16 22 2 2 0 7 0.00 F 2013 102 102 100 100 N 101 2.00 16 22 2 2 0 7 0.00 F 2013 102 102 150 101 E SH 140 0.45 16 20 2 2 0 7 0.00 F 2013 102 102 200 SH 140 E 134 0.54 16 18 2 2 0 7 0.00 F 2013 103 103 100 BEGIN W 103A 0.32 16 14 2 2 0 7 0.00 F 2013 103 103 150 103A W SH 140 0.08 16 21 2 2 0 7 0.00 F 2013 103 103 200 103 N SH 140 0.13 16 21 2 1 0 7 0.00 G 2013 103 103 300 SH140 N 100 0.85 16 22 2 1 0 7 0.00 G 2013 * 103A 103A 50 BGN N SUBD BDRY 0.05 16 14 1 8 0 7 0.00 F 1996 103A 103A 100 SUBD BDRY N 103 0.36 16 16 1 2 0 7 0.00 G 2013 103B 103B 100 BGN E SH 140 0.15 16 14 1 2 0 7 0.00 F 2013 103C 103C 100 SH 140 E 103A 0.09 16 14 1 2 0 7 0.00 F 2013 103D 103D 100 SH 140 E 103A 0.09 16 16 1 2 0 7 0.00 F 2013 103E 103E 100 BGN N SH 140 0.25 16 16 1 2 0 7 0.00 F 2013 103E 103E 200 SH 140 E 103A 0.10 16 20 1 2 0 7 0.00 F 2013 * 104 104 100 BEGIN S 100 0.25 13 8 1 9 0 7 0.00 P 2013 104 104 200 100 S SH 140 1.66 16 21 2 1 0 7 0.00 G 2013 105 CHERRY CREEK 100 100 N STR 0.50 16 23 2 1 0 6 0.00 G 2013 105 CHERRY CREEK 200 STRUCTUREBRIDGE N IR 6.84 16 23 2 1 0 6 0.00 G 2013 105 CHERRY CREEK 300 IR N STR 1.11 16 23 2 1 0 6 0.00 G 2013 105 CHERRY CREEK 400 STRUCTUREBRIDGE N SH 160 8.15 16 23 2 1 0 6 0.00 G 2013 Tuesday, December 20, 2016 * = ineligible segment Page 1 of 25 Overlay Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCl Thick Cond InspYr ProjYr 106 106 100 BGN N SRFCH 1.19 15 12 1 2 0 7 0.00 P 1982 106 106 200 SRFCH N 100 0.51 16 20 1 2 0 7 0.00 F 2013 106 106 300 100 N LG 0.51 15 12 1 2 0 7 0.00 P 1982 107 107 100 BGN N 100 1.02 16 18 2 2 0 7 0.00 G 2013 108 108 100 BGN N 100 0.51 16 16 2 2 0 7 0.00 F 2013 108A 108A 100 BGN E 100 1.58 15 16 2 2 0 7 0.00 P 1977 109 109 100 LG N 100 2.26 15 16 2 2 0 7 0.00 P 1990 * 109A 109A 100 100 N SRFCH 0.19 16 20 2 8 0 7 0.00 P 1983 * 109A 109A 200 SRFCH N WIDCH 0.56 14 20 2 8 0 7 0.00 P 1983 * 109A 109A 300 WIDCH N 112 1.15 14 8 1 8 0 7 0.00 P 1983 110 110 200 100 N 113 3.00 16 22 2 1 0 7 0.00 G 2013 110 110 300 113 N 114 1.00 16 22 2 1 0 7 0.00 G 2013 110 110 400 114 N END 1.00 15 22 2 2 0 7 0.00 P 1998 * 111 111 100 BGN E 110 0.50 13 12 1 9 0 7 0.00 P 1977 112 112 100 BGN S SRFCH 1.35 14 14 1 2 0 7 0.00 P 1977 112 112 200 SRFCH S 110 1.00 14 14 1 2 0 7 0.00 P 1977 113 113 100 BGN E 110 0.99 14 18 2 2 0 7 0.00 P 1977 113 113 200 110 E 105 3.51 16 20 2 1 0 7 0.00 G 2013 114 114 100 BGN E 110 2.08 16 20 2 2 0 7 0.00 F 2013 115 115 100 114 N P LG 1.50 15 16 2 2 0 7 0.00 P 2009 116 116 100 105 E 119 5.66 16 22 2 1 0 6 0.00 F 2013 116 116 200 119 N 120 0.80 16 22 2 1 0 6 0.00 G 2013 117 117 100 116 N IR 3.00 15 18 2 2 0 7 0.00 P 1977 117 117 200 IR E 120 1.42 15 18 2 1 0 7 0.00 P 1998 * 117A 117A 100 120 NE END 1.67 14 10 1 8 0 7 0.00 P 1977 * 117B DE ORO WAY 100 117 N LG 0.75 15 24 2 8 0 7 0.00 G 2015 118 118 100 116 N 117 0.76 15 14 1 2 0 7 0.00 P 1977 119 119 100 BEGIN W SH 140 0.39 16 24 2 1 0 7 0.00 F 2013 119 119 200 SH 140 W STR 1.65 1 24 2 1 0 7 0.00 G 2010 119 119 300 STRUCTUREBRIDGE N SRFCH 0.58 1 24 2 1 0 7 0.00 G 2010 119 119 350 SURFACE CHANGE N END 116 2.51 16 22 2 1 0 7 0.00 G 2013 119 119 WYE 400 SURFACE CHANGE NW 122 0.19 16 20 2 1 0 7 0.00 P 2013 * 119A 119A 100 BGN E 119 0.75 14 10 1 8 0 7 0.00 P 2000 120 HAY GULCH 140 SH 140 W SRFCH 2.86 1 22 2 1 0 6 0.00 G 1999 2003 120 HAY GULCH 170 SRFCH W 116 0.94 16 22 2 1 0 6 0.00 G 2013 2007 120 HAY GULCH 200 116 N IR 1.13 16 22 2 1 0 6 0.00 G 2013 120 HAY GULCH 300 IR E SRFCH 6.19 16 22 2 1 0 6 0.00 G 2013 Tuesday, December 20, 2016 * = ineligible segment Page 2 of 25 Overlay Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCl Thick Cond InspYr ProjYr 120 HAY GULCH 500 SRFCH E SRFCH 2.49 1 24 2 1 0 6 0.00 G 1999 121 121 100 120 N WIDTH OF SURFACE 1.68 16 21 2 2 0 7 0.00 G 2013 CHANGE 121 121 200 WIDTH OF SURFACE N END 0.60 16 18 2 2 0 7 0.00 G 2013 CHANGE 122 122 100 130 N SH 140 0.69 16 22 2 1 0 7 0.00 G 2013 122 122 200 SH 140 N STR 1.22 16 22 2 1 0 7 0.00 G 2013 122 122 300 STR N 120 2.49 16 23 2 1 0 7 0.00 F 2013 122A 122A 100 122 E END 0.25 16 21 2 2 0 7 0.00 G 2013 123 123 100 120 N WIDCH 1.29 16 21 2 2 0 7 0.00 G 2013 123 123 300 WIDCH N END 0.04 16 14 1 2 0 7 0.00 P 2013 124 LA PLATA CANYON 100 SH 160 N SRFCH 4.59 1 24 2 1 0 6 0.00 G 2008 124 LA PLATA CANYON 300 SRFCH NW WIDCH 0.30 16 20 2 2 0 7 0.00