HomeMy WebLinkAboutbocc.res.006.2022 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS ("BOCC") OF
PITKIN COUNTY, COLORADO,APPROVING THE LIST OF HIGHWAY USER
TAX FUND ROADS
RESOLUTION NO. 006-2022
RECITALS
WHEREAS, Pursuant to Section 2.8.4 (Actions) of the Pitkin County Home Rule Charter
("HRC"), all matters not required to be acted upon by ordinance or formal resolution may
be acted upon by informal resolution, and;
WHEREAS, The County is required to submit to the Colorado Department of
Transportation a certification indicating any changes in total mileage, system designation,
surface type and roadway condition data each year for Highway User Tax Funds (HUTF).
WHEREAS, The data submitted in the annual certification report will be forwarded to the
State Treasurer to allocate and distribute HUTF funds
WHEREAS, The attached table is the annual certification report, and;
WHEREAS, The BOCC finds that it is in the best interests of the citizens of Pitkin County
to approve this Resolution.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of
Pitkin County, Colorado that it hereby adopts a RESOLUTION OF THE BOARD OF
COUNTY COMMISSIONERS ("BOCC") OF PITKIN COUNTY, COLORADO,
APPROVING THE LIST OF HIGHWAY USER TAX FUND ROADS and authorizes the
Chair to sign the Resolution and upon the satisfaction of the County Attorney as to form,
execute any other associated documents necessary to complete this matter.
INTRODUCED, READ AND ADOPTED ON THE 26th DAY OF January 2022.
ATTEST: BOARD OF COUNTY COMMISSIONERS
By Ma 61 By: Paffi a""f rt%
Julia Ely Patti Clapper, Chair
Deputy County Clerk
Date: Jan-27-2022
APPROVED AS TO FORM: MANAGER APPROVAL
5o14,.. Ely Ptuitis haiiia,
John Ely, County Attorney 'hylis Mattice for Jon Peacock, County
Manager
Colorado Department of Transportation 1/5/2022
la Pitkin Co Signature Sheet
FIPS Code : 097
59.250 miles of arterial streets
206.867 miles of local streets
266.117 total miles of H.U.T. eligible streets
58.560 miles of non H.U.T. eligible streets- Maintained by others
0.850 miles of non H.U.T. eligible streets- Not maintained
This mileage is the certified total as of December 31, 2021
I declare under penalty of perjury in the second degree, and any other The Colorado Department of Transportation can contact the following
applicable state or federal laws, that the statements made on this person with questions regarding this report:
document are true and complete to the best of my knowledge.
Path aPur Jan-27-2022 Scott Mattice 9709205046
Commissioner Date Name Phone
�� ^ lt, Jan-27-2022
Fra
Commissioner Date Submit this signed copy with your annual mileage change report to
the Colorado Department of Transportation.
, Jan-27-2022
Commissioner Date
S4.ven F. CLu. Jan-27-2022
Commissioner Date
Feb-15-2022
Commissioner Date
We are required to inform you that a penalty of perjury statement is
required persuant to section 18-8-503 C.R.S. 2005, concerning the
removal of requirements that certain forms be notarized.
1/5/22, 12:55 PM CDOT HUTF::Calculate Mileage
WebHUT Local Road Editor
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Mileage Statistics & Totals for Pitkin Co
,o Help
HUTF Eligible
CenterLine Miles Lane Miles
Paved: Arterial: Paved: Arterial:
108.947 59.250 241.193 131.352
Unpaved: Local: Unpaved: Local:
157.170 206.867 245.498 355.339
Total eligible: Total:
266.117 486.691
Non-eligible
1M Download signature sheet (pdf) 11 Submit data
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1/5/22, 12:55 PM CDOT HUTF::Calculate Mileage
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CDOT
Version 2019.1,Build 7200,Revision 17766 9/18/2°19 9:52:12 AM
https://webhut.codot.gov/View/Mileage/097 2/2
Street Inventory Report for: Pitkin Co
FIPS Code :097 All Segments
Overlay
Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCI Thick Cond InspYr ProjYr
* 1 THOMPSON CREEK 100 NFOR GT S LG 0.310 16 20 2 8 0 7 0 P 2000
SRF 1.960 ) 2 all0
1 THOMPSON CREEK 200 SRFCH NE TURNAROUND 3.260 16 24 2 1 0 7 0 G 2000 2018
'I I T RNAR• "�'*1 2
* 10 DIVIDE RD 100 SNOWMASS VILLAGE NE SNOWMASS VILLAGE 0.540 1 18 2 0 0 7 0 G 2000
CL CL
10 BRUSH CREEK RD .800 SNOWMAAMOIMNE WID
NCL
10 BRUSH CREEK RD 805 WIDCH NE WIDCH 0.250 1 38 3 1 0 5 0 F 2000 1997
BRUSH CREEK RD 410 WIDC- 26 2000 1997
10 BRUSH CREEK RD 820 WIDCH NE SH 82 0.070 1 48 4 1 0 5 0 F 2000 1997
100 MOUNTAIN LAMLE& 100 . NE CDS M11=1111. 20 2 EMIll OF 1997 1997
101 MOUNTAIN LAUREL CT 100 101 SE CDS 0.100 1 20 2 2 0 7 0 F 1997 1997
102 W LUPINE Dk 100 SH 82 NE 100 0.220 1 22 2 _MMIIMI0 F 1997 1997
103 E LUPINE DR 100 102 NE CDS 0.300 1 20 2 2 0 7 0 F 1997 1997
11 SNOWMASS CREEK RD 100 SH 82 S WIDCH 0.050 1 56 2 =MEI T F 1999 1999
11 SNOWMASS CREEK RD 101 WIDCH S STR 1.150 1 22 2 1 0 6 0 F 1999 1999
11 SNOWMASS CRAlaim 300 STR MIME 116 0.560 20 2 0 F 1999 19991
11 SNOWMASS CREEK RD 400 9 SE 8 1.310 1 22 2 1 0 6 0 G 1997 2004
MillIL SNOWMASS CRE100 8 SE SRFCH 3.890 iimm0 'IL997 200d
11 SNOWMASS CREEK RD 600 SRFCH SW SRFCH 2.730 16 18 2 1 0 7 0 F 2000
11 SNOWMASS CREEK RD
11 SNOWMASS CREEK RD 800 CL S CL 0.360 16 16 2 2 0 7 0 P 2000
SNOWMASS CREEK RD SW NFOR CL 2 -
11 SNOWMASS CREEK RD 1000 NFOR CL S 11C 0.240 15 14 1 2 0 7 0 P 2000
LDCAT RD 0.450 1 0lap 1984
11C SNOWMASS CREEK RD 100 LG NE CL STR 0.250 15 12 1 2 0 7 0 P 1996
11C SNOWMASS CREEK RD 300 CL S111111116.11 0.140 MI 14 1 1. 111 . 1996
12 OWL CREEK RD 100 CL E WIDCH 0.270 1 24 2 1 0 5 0 F 1998 1998
12 OWL CREEK RD 200 WIDCH SE URBDRY 2.210 2 _MMEMI0- F 2000 2003
12 OWL CREEK RD 300 URBDRY SE CL 0.700 1 22 2 1 0 5 0 F 2000
12 OWL CREEK RD 350 CL ASPEN SE CL ASPEN 0.380 1 7 2 =MEI 0r G 2000
12 OWL CREEK RD 400 CL ASPEN SE SH 82 0.290 1 30 2 1 0 5 0 F 2000
* 12A 200 NW SH 82 0.230 16 2 111.111i1996
12B AIRPORT RD 100 SH 82 SE SH 82 0.810 1 26 2 2 0 7 0 F 1998
Wednesday,January 5,202 * = ineligible segment 1 of 6
Overlay
Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCI Thick Cond InspYr ProjYr
12B AIRPORT RD 200 12B NW END 0.140 1 26 2 2 0 7 0 F 1998
12C SERVICE CENTER RD 100 SH 82 E WIDCH 0.040 1 60 3 2 0 7 0 P 2007 2007
12C SERVICE CENTER RD 101 WIDCH E END 0.140 1 24 2 2 0 7 0 P 2007 2007
12D ANIMAL SHELTER RD 100 12C N END 0.110 1 22 2 2 0 7 0 F 2007 2006
13 MAROON CREEK RD 100 CDS NE URBDRY 7.640 1 24 2 2 0 6 0 F 2000 2001
13 MAROON CREEK RD 150 URBDRY NE WIDCH 0.360 1 24 2 1 0 5 0 F 2000 2001
13 OON CREEK RD 200 WIDCH ill 0.120 1 32 2 2.11 AMIIMiC200 2001
13 MAROON CREEK RD 300 WIDCH NE CL 0.450 1 26 2 1 0 5 0 F 2000 2003
HIGH SCHOOL 0.520
14 SUMMER RD 100 CL W 15A 4.500 15 14 1 2 0 7 0 F 2000
15 CASTLE CREEK RD -100 Trip PG
15 CASTLE CREEK RD 150 151 N URBDRY 11. 1 24 2 2 0 7 0 F 1994
600
-EEK - 'OS
15A MIDNIGHT MINE RD 100 15 SE SRFCH 0.760 16 18 2 2 0 7 0 P 1996
MIDNIGHT MINE
15B CONUNDRUM CREEK RD 100 TRAILHEAD N STR 0.640 15 12 1 2 0 7 0 P 2000
15B CONUNDRUM CREEK RD 300 aiMil .nip cTo ' '' 16 12 '
15B CONUNDRUM CREEK RD 500 STR N 15 0.230 1 18 2 2 0 7 0 F 2005 1998
* 15C EXPRESS CREEK RD 100 NW 15 15 19
* 15E RICHMOND HILL 100 15C NE 15A 11. 14 10 1 8 0 7 0 P 2000
750
ANNIE RD 00 15A
15G LITTLE ANNIE RD 200 15 N WIDCH 3.160 15 16 2 2 0 7 0 F 2005 2005
15H CATHEDRAL RD -1111- NW END 1
* 151 PEARL PASS RD 100 COLI NE 15 6.100 14 12 1 8 0 7 0 P 2000
LOWER RIVER RD 100 SH 82= SE WIDCH 60 4
16 LOWER RIVER RD 101 WIDCH SE 17 4.920 1 22 2 1 0 6 0 F 2000 2000
69 EN EAGLE DR 100 CDS-II 1£'_ 2
17 UPPER RIVER RD 100 16 SE 19 3.500 1 22 2 1 0 6 0 F 1999 1999
17A NW WIDCH 3M 2 IMMII 1998 199
17A SMITH HILL WY 110 WIDCH NW SH 82 0.020 1 48 3 1 0 7 0 F 1998 1998
17B GERBAZ WY 100 SH 82 E 16 = 0 1 2M 2 1 =IMMIFF 2000 2000
18 WOODY CREEK RD 100 17 E WIDCH 3.000 1 20 2 2 0 7 0 F 2000 1996
18 WOODY CREEK RD i 200 WIDCH SE SRFCH 1.710 1 11 2 2 -IIF 1994
18 WOODY CREEK RD 300 SRFCH SE STR 4.100 16 14 1 2 0 7 0 F 2000
188A TWIN RIDGEIMMIL 100 CDS E 188 0.140 1 11 2 2 AMR.7 2002 2002
18B LARKSPUR MOUNTAIN RD 100 18 N WIDCH 6.380 15 12 1 2 0 7 0 P 1996
Wednesday,January 5,2022 * = ineligible segment Page 2 of 6
Overlay
Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCI Thick Cond InspYr ProjYr
* 18B LARKSPUR MOUNTAIN RD 200 WIDCH NE END 2.430 15 12 1 8 0 7 0 P 2010 2010
18C KOBEY PARK 100 18B NW 18D 3.710 14 10 1 2 0 7 0 F 1996
18D BEAR CREEK RD 100 18C NW END 2.890 1 14 12 1 2 0 7 0 F 1981
• 18E VAGNEUR RD 100 18D W END 2.530 14 10 1 8 0 7 0 F 1981
19 MCLAIN FLATS 50 NCL N URBDRY 0.220 1 22 2 1 0 5 0 F 2001 2001
19 MCLAIN FLATS 100 URBDRY N WIDCH 1.690 1 22 2 1 0 6 0 F 2001 2001
19 MCLAIN FLATS aln. 200 WIDCH 1.900 1 MIMI 1 001 2003
19 MCLAIN FLATS 300 WIDCH N 17 0.800 1 22 2 1 0 6 0 F 2001 2003
* 19A TRENTAZ DR ARDHOUSE All 0.850 2001
• 1A N THOMPSON CREEK RD 100 P LG SE 1 1.350 14 10 1 8 0 7 0 P 1996
* 1 B MIDD THOMPSON CR 100 BGNLEL 1C 5.700
RD
1C S THOMPSON CREEK RD 100 GATE NE 1 7.380 14 10 1 2 0 7 0 F 2000
III \IA.TION RD IMILillE LG 0.500
2 EMMA RD 100 COLI S 7 1.350 1 20 2 1 0 6 0 F 1999 1999
14_1\4' SE RRX
20 RED MOUNTAIN RD 100 STR NE WIDCH 0.200 1 24 2 2 0 7 0 F 2000
20 RED MOUNTAIN RD
20 RED MOUNTAIN RD 160 WIDCH NE PG 0.760 1 22 2 2 0 7 0 F 2000 2006
MI-20A NTER CREEK TOLL RD 100 i:-tc• .. i
20A HUNTER CREEK TOLL RD 200 PG N WIDCH 0.650 1 16 2 2 0 7 0 F 2002 2002
20A HUNTER CREEK TOLL RD 225 RED MOUNTAIN R 0.150_ 2
20A HUNTER CREEK TOLL RD 250 URBDRY E SRFCH 0.100 2 2 0 7 0 F 2000
20A HUNTER CREEK TOLL RD 300 MI 11.11MVir 1111F 0.630 IIIII 14 1 IIMIIMIMI 000
21 SMUGGLER MTN RD 100 CL NE SRFCH 0.030 1 20 2 2 0 7 0 F 2000
21 SMUGGLER MTN RD 200 SRFCH SE URBDRY 0.160 16 20 2 21111.10 F 2000
21 SMUGGLER MTN RD 300 URBDRY N SRFCH 1.280 14 10 2 2 0 7 0 F 2000
* 21 SMUGGLER MTN RD 350 SRFCH SE NFOR 0.660 r 10 2 NIIIIME. 0 F 2005* 21 SMUGGLER MTN RD 400 NFOR SE LG 4.340 14 10 2 8 0 7 0 F 2000
SMUGGLER 'S 1.100 11.111 10 2illili2000
allIl
23 LINCOLN CREEK RD 100 BGN N WIDCH 5.000 14 14 1 2 0 7 0 P 2000
COLN CR ' 5.000 14 10 1 iiiiiiimalill=
3 REDSTONE BLVD 100 SH 133 E SH 133 1.730 1 22 2 1 0 6 0 G 2000 2004
NE SRFCH AIL 0.100 16 4^
37 7TH ST 200 SRFCH NE WIDCH 0.120 1 16 2 2 0 7 0 F 1989
* 37 NE WIDCH t. r e i i
* 3A EAST CREEK 100 3 E END 0.980 14 10 1 8 0 7 0 P 1996
Wednesday,January 5,2022 * = ineligible segment Page
Overlay
Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCI Thick Cond InspYr ProjYr
3B OSGOOD RD dillii 100 3 NE POSTED 0.270 14 12 1 2 0 7 0 F 1982
3D COAL CREEK RD 200 SH 133 W NFOR 1.300 1 24 2 2 0 7 0 G 1996 2004
3D COAL CREEK RD =6210 NFOR-1.11M W PG 2.570 1 24 2 2 0 7 0 F 1996
3E AVALANCHE CREEK ROAD 100 HIGHWAY 133 E END 2.470 15 10 1 2 0 7 0 F
4 FRYING PAN RD 600 Cil. S 4A 4.640 1 22 2 1 0 5 0 F 2000
4 FRYING PAN RD 700 4A S 4H 7.130 1 22 2 1 0 7 0 F 2000 2000
4 FRYING PAN RD800 4H—Mli NE 41 10. 15 14 1 2 —0 7 0 F 2000
580
4A EAGLE-THOMASVILLE RD 100 4 N COLI 1.880 16 16 2 2 0 5 0 P 1981
4B NORTH FORK RI 100 4 Mr NE END 8.290 16 20 2 2iIIMI7 0 F 1996
4C CUNNINGHAM 100 4B E END 4.800 16 18 2 2 0 7 0 P 1981
4D SOUTH FORK RD IIIII 100 BGN 10. 16 18 2 2IM, 7 —P 1996 ji
600
4E CHAPMAN CREEK 100 BGN SE 4D 3.020 16 14 2 2 0 7 0 P 1996
MIMII.F101 -40E BEND RD 00 BGN NW 4 20 16 16 2ilIMIEMMI . 11M1996
4G WILDCAT RD 100 4 SE END 5.990 16 20 2 2 0 7 0 P 1983
4H HELL GATE RD 100 4 SE END 2.040 16 20 2 2 0 7 0 P 1977
41 IVANHOE LAKE 100 4 NW END 2.480 15 14 1 2 0 7 0 P 2000
4K BURNT MOUNTAIN 100 4B NW COLI 3.700 15 12 1 2 0 7 0 P 1996
* 4L POWERLINE RD 100 4N SE SRFCH 2.430 14 10 1 8 0 7 0 P 2000
4L POWERLINE RD 150 SRFCH Ali E SRFCH 0.440 14 14 1 2 0 7 0 P 2005 2005
* 4L POWERLINE RD 200 SRFCH SE 41 3.370 14 10 1 8 0 7 0 P 2000
* 41- 250 41 ..112 1 8 2005 2005
* 4M DIEMER LAKE 100 4L N END 2.090 15 10 1 8 0 7 0 P 2000
R LAKE RD ALI00 BGN# NW 4L-I 1 1111 .1.996
* 4N SELLER LAKE RD 200 4L SW 4 1.250 15 14 1 8 0 7 0 P 1996
PRINCE CREEK RD ji S SRFCH
5 PRINCE CREEK RD 300 SRFCH E 6A 3.360 15 16 2 2 0 7 0 P 2000
6 WEST SOPRIS CREEK RD 100 6A S SRFCH 0.440 15 18 2 2 0 7 0 F 2000
6 WEST SOPRIS CREEK RU100 SRFCH SRFCH IIP C=11=1M0 2
6 WEST SOPRIS CREEK RD 220 SRFCH NE SRFCH 2.300 1 20 2 1 0 7 0 F 2000 2009
6 WEST SOPRIS CR= 300 SRFCH E SRFCH 1.250 1 20 2 1 0 7 0 F 1995 1995
6 WEST SOPRIS CREEK RD 400 SRFCH NE 7 1.330 1 20 2 1 0 7 0 F 2000
65 WILLOUGHBY WY 100 POST E 69 0.260 1 16 2 2 0 7 0 F 2000 2000
65 WILLOUGHBY WY 200 69 SE 20 0.800 1 20 2 2 0 7 0 F 2000 2000
69 MAGNIFICO DR II= 100 65 N END 0.210 1 17 2 2 0 7 0 F 2000 2000
6A DINKLE LAKE RD 100 NFOR NW 6 2.800 14 10 1 2 0 7 0 P 1996
Wednesday,January 5,2022 , * = ineligible segment Page 4 of 6
Overlay
Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCI Thick Cond InspYr ProjYr
7 EAST SOPRIS CREEK RD 100 9 NW SRFCH 1.450 1 20 2 2 0 6 0 F 1997
7 EAST SOPRIS CREEK RD 200 SRFCH W SRFCH 3.440 16 22 2 2 0 6 0 F 1998
7 EAST SOPRIS CREEK RD 300 SRFCH N 6 1.190 1 20 2 2 - 0 6 0 F 1997
7 EAST SOPRIS CREEK RD 400 6 N 2 1.130 1 20 2 1 0 6 0 F 1999 1999
8 WATSON DIVIDI100 11 E SRFCH 0.100 1 20 2 2 0 6 0 F 2000 2000
8 WATSON DIVIDE 200 SRFCH E SRFCH 1.380 16 20 2 2 0 6 0 F 2000
TSON DIVI P 300 SRF 0.430 IIIIM 20 2 2 2002 2002
8 WATSON DIVIDE 310 WIDCH E SH 82 0.040 1 28 2 2 0 6 0 G 2002 2002
JACK GREDIG LN 100 BGN 0.500 199I
• 9 CAPITOL CREEK RD 50 BGN NE SRFCH 0.480 14 10 1 8 0 7 0 P 2010 2010
CAPITOL CREEK RD 75 SRFCH
9 CAPITOL CREEK RD 100 NFOR NE SRFCH 2.640 14 16 1 2 0 7 0 P 2000
CAPITOL CREEK RD NE WIDCH 2
9 CAPITOL CREEK RD 250 WIDCH NE 7 3.100 1 22 2 2 0 7 0 F 2000 2003
-PITOL CREEK RD 300 0.278 2 2000 199•
9A ELK CREEK RD 100 PG NE WIDCH 0.400 16 14 1 2 0 7 0 F 1991
CR< EEK Rlib 1.380 Mar 2 2111 1991
9D NICKLESON CREEK 100 9 NE GATE 0.190 15 16 2 2 0 7 0 P 1981
AABC1 100 S111.1r 100 SH NW WIDCH 0.020 52 2 2 0 7 4.00 G 1996 2013
AABC1 100 ST 200 WIDCH NW AABC5 0.180 1 26 2 2 0 7 4.00 G 1996 2013
AABC2 200 ST 100 AABC1 r NE WIDCH 0.160 1 26 2 2 0 7 4.00 G 2000 2014
AABC2 200 ST 200 WIDCH NE END 0.100 1 23 2 2 0 7 4.00 G 2000 2014
AABC3inir 300 ST 100 AABC1 NE AABC4 AIL 0.060 1 24 2 2111== G 2000 2013
AABC3 300 ST 200 AABC4 NE AABC5 0.200 1 32 2 2 0 7 4.00 G 2000 2013
�AABC4 400 ST NW WIDCH Alli. 0.1104. 26 2000 2013
AABC4 400 ST 300 WIDCH NW PG 0.080 1 29 2 2 0 7 4.00 G 2000 2013
AABC4 400 ST
AABC5 BALTIC AV 100 SH 82 NE WIDCH 0.030 1 50 4 2 0 7 4.00 G 1996 2013
NE WIDCH
AABC5 BALTIC AV 210 WIDCH NE AABC4 0.070 1 39 2 2 0 7 4.00 G 1996 2013
ASPEN VILLAGE Rjll 40 2 2010 2010
AVRD ASPEN VILLAGE RD 200 WIDCH SE END 0.110 1 27 2 2 0 7 0 F 2010 2010
IRI EN VILL Hl 1 29 2 2111. 2010 2010
BCV1 JUNIPER HILL RD 100 CDS N BCV5 0.690 1 16 2 2 0 7 0 P 2000
IIIMIIII JUNIPER HILL RD 150 BCV5 N BCV6 1.730 1 19 2 2 - 0 7 0 F 2000
• BCV1 JUNIPER HILL RD 200 BCV6 NE SH 82 0.420 1 16 2 0 0 7 0 P 2000
2 SAGE BRUSH LN 100 CDS N BCV1 0.110 1 18 2 2 0 7 0 F 1977
Wednesday,January 5,2022 * = ineligible segment Page 5 of 6
Overlay
Route Route Name Seg ID From Feature Dir To Feature Len Surface Width Ln Qty AdminCl Jur Split FunCI Thick Cond InspYr ProjYr
BCV3 TURTLE COVE 100 CDS N BCV1 0.090 1 18 2 2 0 7 0 F 1977
BCV4 DANIEL DR 100 BCV1 N CDS 0.110 1 18 2 2 7 0 F 1977
* BCV5 MEDICINE BOW RD 100 CDS S SRFCH 0.030 16 12 2 8 0 7 0 F 2000
BCV5 MEDICINE BOW RD 200 SRFCH SW BCV1 0.500 1 12 2 2iiMMIIM2 0 F 2000
BCV5 MEDICINE BOW RD 300 BCV1 SE 10 1.820 1 19 2 2 0 7 0 F 2000
"ER RANCH RD i s • S 2 21111 IMMII6m. 1984
BCV6 UPPER RANCH RD 200 BCV6 NW BCV1 0.020 16 16 2 2 0 7 0 F 2000
9.731 1996
CRP1 CHAIR MOUNTAIN DR 100 END E SH 133 0.470 16 16 2 2 0 7 0 F 2000
CRYSTAL PARK DR A100 CHAIR MOUNTAIN DR SE CDS 6
CRP3 RUBY MOUNTAIN DR 100 CRYSTAL PARK DR NE CDS 0.140 16 12 2 2 0 7 0 F 1999
BEAR CREEK DR = 100 CRYSTAL PARK DR NE CDS IF
DKR1 HORSESHOE DR 100 2 S 2 0.560 1 20 2 2 0 7 0 F 1999
100 FS300.3 lir E END OF ROAD
FS526.1 YECKEL RD 100 18C E SRFCH 4.130 14 10 1 2 0 7 0 F 2010 2010
SM1 11. 11. 100 CDS NW GSM3 1.110.17111 2 211 .11.794
GSM1 GATEWAY RD 200 GSM3 N 9 1.330 1 24 2 2 0 7 0 F 1994
GSM2 MULE DEER RN 100 GSM1 N CDS 0.110 1 24 2 2 dillirr 0 F 1994
GSM3 LIGHT HILL RD 100 CDS NE GSM1 0.690 1 24 2 2 0 7 0 F 1994
GSM4 ELK RANGE DR 100 CDS NE GSM3 0.100 1 24 2 2 .4=11E2 0 F 1994
LEC1 CAPITOL DR 100 9 NW LEC2 0.060 1 18 2 2 0 7 0 F 2000
LEC2 TLE ELK CREEK DR_.=ligi 0.470 1 18 2 21111 IM=Ms2000
LEC3 HAYSTACK LN 100 CDS E LEC2 0.430 1 18 2 2 0 7 0 F 2000
EC4 KATYDID LN " 0.210 1 18 jili.L000
LEC5 DRISKELL LN 100 LEC3 N CDS 0.150 1 18 2 2 0 7 0 F 2000
VIDSON LN 0.060... J
LEC7 ALEXANDER AV 100 CDS N 7 0.160 1 18 2 2 0 7 0 F 2000
MEADOWOOD DRIVE
NF1 SAGE WY 100 AABCS N WIDCH 0.270 1 22 2 2 0 7 0 F 2000
NW NF1
0E1 APPLE DR 100 BGN NE 2 0.400 1 20 2 2 0 7 0 G 2002 2002
HERRY DR 100 CDS E 0E11M 11111111MW 11111=Ibi )02 2002
0E3 PLUM DR 100 CDS E 0E1 0.070 1 20 2 2 0 7 0 G 2002 2002
RD2A WEST DIVIDE ROAD 100 CRA S COLT 0.940 15 0 F 2004
Wednesday,January 5,2022 * = ineligible segment Page 6 of 6
How are County lane miles calculated and adjusted?
A lane is defined as 10 feet of road width. The total width of the road(the travelway)is divided
by 10 to determine the number of lanes. For example: a 24 foot wide road has 2.4 lanes. The
number of lanes is then multiplied by the length of the road to determine the"lane-miles".
Total lane mileage is calculated separately for paved and unpaved roads. Paved roads are given
a 1.5 factor over unpaved roads. Paved lane mileage totals are adjusted by multiplying the paved
lane=mileage total by this factor.-
Each county has a terrain factor between.1 ("flat") and 3 ("mountainous"). All lane mileage
totals(paved and unpaved)are adjusted by multiplying them by this factor.
Finally, the adjusted paved and unpaved lane mileage totals are summed to determine total
adjusted lane mileage for the county
Counties have to-update information on their roads in the CDOT local road system inventory
each year. Roads must be open,used by the public,and maintained to be counted. Counties can
count Forest Service road lane-miles that they maintain under a Schedule A agreement with the
USFS.