Table Of Content

Montana’s Automatic Traffic Recorders 22000088 North 28thStreet & 2nd Avenue Billings, MT MONTANA'S AUTOMATIC TRAFFIC COUNTERS 2008 PREPARED BY THE MONTANA DEPARTMENT OF TRANSPORTATION TRAFFIC DATA COLLECTION AND ANALYSIS INTRODUCTION This report contains a brief, concise summary of traffic patterns at each of MDT’s 88 continuous automatic traffic recorders(ATR), (See page ii for map of ATR locations). MMDDTT’ss 8888 aaccttiivvee AATTRRss aarree ddiissttrriibbuutteedd bbyy FFuunnccttiioonnaall CCllaassss aanndd UUrrbbaann//RRuurraall aass ffoolllloowwss. Functional Class Urban Rural 1. Principal Arterial (Interstate) 4 18 2. Principal Arterial (other) 5 33 3. Minor Arterial 3 13 4. Collector (Urban); Major Collector (Rural) 1 8 5. Minor Collector (Rural) 0 66. LLooccaall 11 22 Totals 14 74 The Yearly ATR Profile report includes: -The average daily traffic for each day of week and for each month (i.e. the average daily traffic for a Sunday in January versus a Sunday in July) -TThhee aavveerraaggee ddaaiillyy ttrraaffffiicc ffoorr tthhee wweeeekk ((SSuunnddaayy tthhrroouugghh SSaattuurrddaayy)) -The average daily traffic for the weekday for each month (weekday is defined as Monday through Thursday for traffic reportingpurposes) -Percentage, by month, of the average daily traffic (Sunday through Saturday) as compared to the average weekday traffic (Monday through Thursday) -Percentage, by month, of the average daily traffic (Sunday through Saturday) as compared to the yearly average daily traffic which is shown on Yearly Peak Hourly Volumes Report The Yearly Peak Hourly Volumes report includes: -The percentage of large trucks, Types 8-13 (48’-106’ in length-see classification diagram on pg iii), is reported for rural counters that have a complete year of data -The current and historical Annual Average Daily Traffic (AADT) - The 10th, 20th, 30th (Design Hour Volume -DHV)*, 50th and 100th peak hour traffic volumes shown as percentages of the average daily traffic **TThhe 3300tthh hhiighhestt hhour, or DDHHVV, iis tthhe hhourlly ttraffffiic vollume generalllly recommenddedd bby AAAASSHHTTOO tto bbe usedd iin ddesiign. Note: SitesA-119, A-126, A-201 and A-202 only collect data for one direction of travel. Therefore, data for these sites are not included in this report. Reports for these sites can be obtained, by contacting MDT Traffic Data Collections and Analysis section at 1-406-444-7217 AAuuttoommaattiicc TTrraaffffiicc RReeccoorrddiinngg ((AATTRR)) && WWeeiigghh IInn MMoottiioonn ((WWIIMM)) SSiitteess AB A-37TP*#-rM6AB*#oN-1y5PP-*5(#6-656AS-i508sA-6S-sL-864iS-7b567SI71o-b-947y02(AuITS-48!"#$2TS!"#$2-h9(Al9a0oPF0am-0*#a*3AB#n9-2l3plSs2d0suRoAB0p8ePneL-e33x!"#$3rrPifi7-oABo6sSn-1r5r(5d*#36c#*AB2PM5o-03((5il(0AEN#*nAn-uA1-rAe-Ne3-5-*1#kr-IA5a-3P9a21-AB0IT6l015-(9S-238A2A183*#A-1-KAIPTRa1(-213-lE8iFF6s-3L3S42Lp*#3lEaeAS3-4243la?@SR-lT22#*4IkT#*7VHt32(#*M9Ae(*#ESh*#5-ABN-5NP33SN-7ST(A5---W(#*2(426e9AI1HN#*DR-3N5O2ih0ea-aABI3i(TNNtma-IS-T82e-6A9(987deN-5sSP-14f8iGv#*i(#*#*l(s2t(3#*tA eLABho72-PPaAMvP(A-nso355-e4lCS--l4286n56sP-52-lI60isPoEAosi4-#*vn8Ri83sl#*l 7-eN#*uABo6ABBABAAN3B4TATI8uGT0T8L 3IlIHGOE3OOFNlLIAEaNErLLaDAS-278aP-L8NS3n --2ABP3I4i-N4ALD49-18t#*0DRrABB3#*oueKAmeed1(mPeP-aIgT-1AhA9or81vinelAid-9p-e3As6A1S-(rbnS-2A-33ua6h502-6crS49-oBg61e-29nr7!"#$1odS1a1#*4#*BPw*aGS1-i4dL7#*6n Po4Pl5Al#*i- (nPL4vAaCow#*-6 g4im7KABLec n1IeA-9-0Fa #*ae#*Iri4-Ed61PlD (I-A51e- n5AE1-w(4liC(eRl1B5LTl1#*S-rB444dDoEo-ilr#*T-uneoSdAs33a#*tae7ABegAEtNrweAB(e4r-R09N20t-P4-k1-V-P8I-o23T14#*9A2I1-A1n5TS-24352#*0IABOKV(-!"#$2A222NC110II-Th98-5S-A358PA08-02o9J4(S7tSPS-213SPS-S9AB21-4-e-S32(-9-he9-AB52-a-047423eB22S-39919u0Cf(41Mr4a8F8(i9u(fn(S-d2S2101SaP7KtV-a-ak3-ei6P#*-#*52r29#*9nV7#*#*f7P1AdP(#*riNi-I5e8--Cr61(-4s51lgSi9ABid47-tihHAAsSyno6(1e-e(i3S-565oCAal9l5I-15nbKe--VS(9-2a(#*#*2SN4ySnn2910s--!"#$--25aCI-15(c24840T11(2ao23(P-139BoP1dn75-wSA32erS8AraIn--P(51do(se55S-T5-A!"#$N-6#*--84SeS-423718a0I-15A9-neo7*63P-13SA(ABd-40KdV-S2o 2381(-6-28G3Sw-Al4570#*#*-N8-38K41V9e6#*ar267A5-#*P0Set#*-81-1P(3eKV-4-a7867N#*#*#*M701CS-22561-Sr-1#*#*#*2tN(21-9Ga15e7 N-8500#*F1sAaa(P4N-50B(ac-glS5-el0-Lal3hN4l-al4YA1(9gi0BY4sd5-0Seet3rboElNlaeori#*W-zI-LT6ABSS-564ewde-0nL18e#*2m8P-14ses5rO(#*P-It((8#*T9t9C6I6P-60oS-9a223-tWASS98PnPnhA0#*-WI-uypTeA56eSN99-0lr8-1shIpTT1i-IntTih1A8OS-e-9224tgA1e(urSN-2222891sr-E2-N0( P75-N-15(717C4AS(1P-F52lS-4324aITS-y255PTo0LAPdrI-ri8S56kOv9tae-H 2iB7Nn-9irng4eA1gkJns(LBthNt1o uoC-aPP1na-nS-44880m#*AS-04449dhABsR(G#*i8*oSiK(etP-800WnruwhaTHAliPtdmhBSe-A-(i8iei2nb-9ge1lSe8JeeHa1aKlVB-uraatn1idP4urg(3I dT-tS-il400(2o9tP-45y#*8GRh86lw4 1Ea7G(ABtroSKV(a8nRanE1pS1O-SRds-49(2CV7S-2343s28S-K1233A(CAB(IYTN-S-95HI -a073BI4OT#*aKAV1O1rvN92ABSrS-Y29b#*72e-7-14'PSA2o18#*-208L(P1Pn-2Ro-2-L63P2-S7S8-N-(deS5e8172W-d19g8wAKV4Atei1i1S-n300#*832s-SS-306iti-(9o(fSl--26((F40rG1welVA11endCAw#*Bo2a(3hr-ialll-0NgnAB1ad-lo5t1P7#*u1*o-eiee42Pk-837ns2yH3rn(aPN-4e(#*-rN*2-KV5((l3KV8ABe(23N#*m-N-6148331-S#**#IT1AB((19A8P62P-66-S(01P#*N7-664-64-#*#*RBFAAeAITN#*EE1OS-8SL1Re-S--1#*-4-3EK#*S-3T87219RN225N4-6 1KV#*610BVAM(1IT0PS37#*ARP-82(9TuoiN-164elI4u7O1lstniN#*dnrsW(ABu!"#$Bo2iCDRgepnA9E0oNC(ilnlY4Rsd*#Be0geOEYsIsAGtNt THou NheIOOAnNHRN-TmlN6NeI OA1-RNl5oI-ElAA79oAL0lrKVwn-SPS1--R5130C0#*s1NEh9-M(R0992Stai1O(ElANo3-ltW9Ra9Il-nV9-iS4-A2ep108PT-313-S1sI3O4ABN5P-48S4(-27TH4!"#$S3arS9-ar4edc60S-435io(1Sna-3sS#*1HB-1MNA(2uNByOTA4-IL1TGsNTILG5TrLUIHNOhET-oMOr(5eFNLaRGEEdaA7IAE735N-SNmLsLgTDsaNeA--A3r57S-384f-#*-7i3453-S1Ve*8(aS0-G31l4Slld-a2J2#*l#*4soP143A-S6#*g-erR1Rdo4MPyEa-w-oT3NCOnS9(3OHspFABEP-31AABraEhRo(4R2e3eaYrT#*Vs4PPi-p9b-HEm-yAS13-4fP-318NE9t5uTh((6f RKNVI96Odi2LENcN(1ABI-Ae95 24RS-4938Su-447gP-AB4S-4622tI!"#$TFe2oeP-429O42Am4cRnTo-aMd#*3iS-484rtleNi1s-dcMA1#* #*CS D-ciiT-2tPSny4-NW AC2aPP38Rr-o35ooaS2ng7So(2rlii--w-fn2SS4faivn-65tP8#*2c f52e(d9ioE3eiSe3cbrCleAAB#*rNeS-250sK iABABi-(y5r3P-25RAeP-327t1-19(P-25PSe133B-e--223S-P4-rR3601o9c71ao1oduoCP1rsods(PuAB-p*(A5((2e1S-2ilAB51sTanP-54S0P-er5v--3t2r90gr9218eSe-470yNRS -ABS(2rEl0(3-N5tS-ASAB5543E724#*Oh(RT0GuVelSR0AtIS(-2Re5T4SSA-3l-74S-34on05-r1i3TI0odDs-)4iM4Ic2kim4O v2daehSeaNdLa0ywi1al(ciSS-3k35(na(ti6N-31AB4Ns-ne-3e2N#*K2e V-n152 o0(C20S 6((d-onP2P1a-0-F52r12W1NSCSrAB-AB-a6S-2ABu25t7-1ilP514(7l1Ibe(-SA07lW9b6lee6i5P4-dSrrvoi3ab-tnP0-E-nF42NsS7-516aeNn(k9a--o0au22u0y4aSi-3Sn3xr2-lAB3xAB45vSSa-26197(#*2N2--Pik33(#*e(-271a0w7(0SS-322P(-A-SS-43132-S32-643-271831 15 A-18 !"#$ Weigh In Motion (WIM) Site ?@ A-51*#*#A-54 90 * Long Term Pavement Preservation (LTPP) Site Great Falls PREPARED BY THE 532 !"#$ *# System Designations DEPARTSMTEANTTE OOFF TMROANNTSAPNOARTATION A-2*#04 90 A-59 Billings NHS Interstate TRAFFIC DATA COLLECTION SECTION A-119*#*# ?@ NHS Non-Interstate Boundaries CreatedN AApDr i1l 2908037 S itna tAerPcGlaInSe 9M uosnitnagn Aa rFcMIPaSp 2. 5 E0S0RI, Inc. A-203**# A-29 416 Primary Reservation Lambert Conformal Conic Laurel Secondary National Park 0 25 50 100Miles Urban FHWA Scheme F Types 1 -13 Type 1 Type 6 Type 9’s Type 11 Class 1 Class 6-1 Class 9-1 Class 11-1 Motorcycles 3 Axle Tractor w/ 2 Axle Tractor w/ 33 AAxllee SSiinnggllee UUnniitt Tandem Trailer Tridem Trailer Type 2 Type 7’s Class 9-2 3 Axle Tractor w/ Class 2 Split Tandem Trailer Type 12 Passenger Cars Class 7-1 4 Axle Single Unit Class 9-3 2 Axle Tractor w/ Class 12-1 Type 3 Tridem Trailer 3 Axle Tractor w/ Single Axle Trailer w/ Class 7-2 2 Axle Trailer 5 Axle Single Unit Type 10’s Type 13’s Class 3 Class 10-1 CCllaassss 77-33 33 AAxxllee TTrraaccttoorr ww// 2 Axle Four Tire Single Unit Vehicles 6 Axle Single Unit Tridem Trailer Class 13-1 3 Axle Tractor w/ Single Axle Trailer w/ Type 4’s Type 8’s Class 10-1 Single/Tandem Axle Trailer 4 Axle Single Unit w/ Class 4-1 2 Axle Trailer Class 8-1 Class 13-2 2 Axle Single Unit 3 Axle Tractor w/ PPaasssseennggeerr BBuuss 2 Axle Tractor W/ TTriiddem AAxlle TTraiiller w// Single Axle Trailer Single/Tandem Axle Trailer Class 4-2 Class 10-2 3 Axle Single Unit 3 Axle Tractor w/ Passenger Bus Class 8-2 Quadem Trailer Class 13-2 3 Axle Tractor w/ 3 Axle Tractor w/ Single Axle Trailer Tandem Axle Trailer w/ Type 5’s Tandem/Tandem Axle Trailer Class 10-3 44 AAxllee SSiinnggllee UUnniitt w// Class 5-1 Class 8-2 Quadem Trailer Class 13-3 2 Axle Tractor w/ 3 Axle Tractor w/ 2 Axle Single Unit 2 Axle Trailer Tandem Axle Trailer w/ Single/Tandem Axle Trailer Class 5-2 2 Axle Single Unit w/ Class 13-4 Single Axle Trailer Traffic Mix Grouping 4 Axle Tractor w/ Tandem Axle Trailer w/ Class 5-3 Tandem/Tandem Axle Trailer Type 1-4 Passenger 2 Axle Single Unit w/ 2 Axle Trailer Type 5-7 Small Trucks Class 5-4 2 Axle Single Unit w/ Type 8-13 Large Trucks 3 Axle Trailer Yearly Peak Hourly Volumes Location ID: 22-2-2 For Year: 2008 Functional Class: Rural Principal Arterial Jefferson County Traffic Factor Group: RPA Station A-002 US-287/US-12 near Claysoil, 9 miles east of Helena N-8 (C000008) RP 55.0 Ascending Direction: East (YATRPHV) Highest Hour 10TH 20TH * DHV 30TH 50TH 100TH YEAR AADT Volume % Volume % Volume % Volume % Volume % Volume % 1981 2,803 477 17.00% 405 14.40% 390 13.90% 379 13.50% 1991 3,433 570 16.60% 483 14.10% 458 13.30% 448 13.00% 1992 3,660 570 15.60% 491 13.40% 479 13.10% 464 12.70% 1993 3,782 581 15.40% 510 13.50% 496 13.10% 483 12.80% 472 12.50% 438 11.60% 1994 4,043 594 14.70% 547 13.50% 529 13.10% 511 12.60% 493 12.20% 1995 4,300 592 13.80% 559 13.00% 536 12.50% 528 12.30% 506 11.80% 476 11.10% 1996 4,416 689 15.60% 599 13.60% 565 12.80% 551 12.50% 539 12.20% 1997 4,439 698 15.70% 574 12.90% 562 12.70% 542 12.20% 527 11.90% 499 11.20% 1998 4,861 657 13.50% 617 12.70% 603 12.40% 588 12.10% 565 11.60% 535 11.00% 1999 5,190 769 14.80% 657 12.70% 632 12.20% 614 11.80% 595 11.50% 561 10.80% 2001 5,230 833 15.90% 647 12.40% 621 11.90% 608 11.60% 570 10.90% 532 10.20% 2002 5,376 731 13.60% 653 12.10% 638 11.90% 627 11.70% 595 11.10% 561 10.40% 2003 5,444 728 13.40% 672 12.30% 650 11.90% 637 11.70% 615 11.30% 577 10.60% 2004 5,730 784 13.70% 695 12.10% 674 11.80% 657 11.50% 641 11.20% 606 10.60% 2005 5,650 749 13.30% 672 11.90% 661 11.70% 650 11.50% 627 11.10% 581 10.30% 2006 5,860 728 12.40% 689 11.80% 669 11.40% 656 11.20% 632 10.80% 598 10.20% 2007 6,182 795 12.90% 746 12.10% 723 11.70% 704 11.40% 676 10.90% 640 10.40% 2008 5,886 781 13.30% 735 12.50% 696 11.80% 686 11.70% 664 11.30% 613 10.40% * NOTES: UNDER CONSTRUCTION IN 2000 DUE TO A CHANGE IN TRAFFIC PROCESSING SOFTWARE, SLIGHT FLUCTUATIONS HAVE BEEN NOTED IN SOME OF THE PRE 2006 DATA. VALUES ARE ROUNDED; TOTALS AND PERCENTS MAY NOT ADD UP. * DHV = Design Hour Volume Printed 3/17/2009 12:04:39 PM Yearly ATR Profile Location ID: 22-2-2 For Year: 2008 Functional Class: Rural Principal Arterial Jefferson County Traffic Factor Group: RPA Station A-002 US-287/US-12 near Claysoil, 9 miles east of Helena N-8 (C000008) RP 55.0 Ascending Direction: East Traffic Mix: Pass: 93.09% Sm Truck: 1.19% Lg Truck: 5.74% (YATRPROF) Average Daily Number of Vehicles Avg. Day Avg. % Avg. Day % Avg. Day Day of the Week (Entire Weekday is of Avg. is of Yearly Sun Mon Tue Wed Thu Fri Sat Week) (Mon-Thu) Weekday Avg. JAN 3,765 4,189 4,515 4,978 5,133 5,988 4,524 4,727 4,704 100.49% 80.31% FEB 4,303 5,078 5,165 5,130 5,234 6,341 4,798 5,150 5,152 99.96% 87.50% MAR 5,131 5,396 5,382 5,482 5,764 6,679 5,083 5,560 5,506 100.98% 94.46% APR 4,805 5,412 5,460 5,563 5,970 6,933 4,988 5,590 5,601 99.80% 94.97% MAY 5,670 5,889 6,119 6,112 6,548 7,670 6,357 6,338 6,167 102.77% 107.68% JUN 6,436 6,664 6,359 6,187 6,837 8,119 6,744 6,764 6,512 103.87% 114.92% JUL 6,944 6,888 6,675 6,851 7,439 7,335 6,305 6,920 6,963 99.38% 117.57% AUG 6,243 6,731 6,478 6,722 6,905 7,995 6,512 6,798 6,709 101.33% 115.49% SEP 5,525 5,958 6,020 6,080 6,268 7,598 5,912 6,194 6,082 101.84% 105.23% OCT 5,549 5,707 5,733 5,924 6,212 7,056 5,674 5,979 5,894 101.44% 101.58% NOV 5,229 5,430 5,728 6,348 5,542 6,593 5,532 5,772 5,762 100.17% 98.06% DEC 3,850 4,939 5,015 5,480 5,001 5,611 3,992 4,841 5,109 94.75% 82.25% Year 5,288 5,690 5,721 5,905 6,071 6,993 5,535 5,886 5,847 100.67% * NOTES: UNDER CONSTRUCTION IN 2000 DUE TO A CHANGE IN TRAFFIC PROCESSING SOFTWARE, SLIGHT FLUCTUATIONS HAVE BEEN NOTED IN SOME OF THE PRE 2006 DATA. VALUES ARE ROUNDED; TOTALS AND PERCENTS MAY NOT ADD UP. Avg Weekday uses Mon-Thu. Avg Weekend uses Sat-Sun. Printed 3/17/2009 1:16:48 PM Yearly Peak Hourly Volumes Location ID: 25-7C-1 For Year: 2008 Functional Class: Urban Interstate Lewis and Clark County Traffic Factor Group: UI Station A-003 I-15, 0.5 miles south of Helena (C000015) RP 191.8 Ascending Direction: North (YATRPHV) Highest Hour 10TH 20TH * DHV 30TH 50TH 100TH YEAR AADT Volume % Volume % Volume % Volume % Volume % Volume % 1988 6,869 960 14.00% 791 11.50% 758 11.00% 735 10.70% 1991 7,060 908 12.90% 847 12.00% 834 11.80% 822 11.60% 1992 7,763 963 12.40% 913 11.80% 894 11.50% 889 11.50% 1993 8,113 989 12.20% 945 11.60% 932 11.50% 921 11.40% 905 11.20% 884 10.90% 1994 8,479 1,048 12.40% 994 11.70% 985 11.60% 973 11.50% 953 11.20% 923 10.90% 1995 8,827 1,070 12.10% 1,041 11.80% 1,031 11.70% 1,016 11.50% 999 11.30% 961 10.90% 1996 8,890 1,094 12.30% 1,050 11.80% 1,037 11.70% 1,026 11.50% 1,013 11.40% 986 11.10% 1997 9,406 1,143 12.20% 1,095 11.60% 1,081 11.50% 1,067 11.30% 1,049 11.20% 1,020 10.80% 1998 9,690 1,221 12.60% 1,130 11.70% 1,110 11.50% 1,096 11.30% 1,090 11.20% 1,052 10.90% 1999 10,223 1,216 11.90% 1,159 11.30% 1,146 11.20% 1,127 11.00% 1,106 10.80% 1,075 10.50% 2002 10,431 1,227 11.80% 1,169 11.20% 1,137 10.90% 1,126 10.80% 1,113 10.70% 1,094 10.50% 2003 10,618 1,216 11.50% 1,177 11.10% 1,156 10.90% 1,149 10.80% 1,136 10.70% 1,103 10.40% 2004 10,740 1,728 16.10% 1,290 12.00% 1,207 11.20% 1,181 11.00% 1,167 10.90% 1,134 10.60% 2005 10,300 1,193 11.60% 1,142 11.10% 1,130 11.00% 1,119 10.90% 1,102 10.70% 1,077 10.50% 2006 10,970 1,282 11.70% 1,228 11.20% 1,208 11.00% 1,197 10.90% 1,180 10.80% 1,148 10.50% 2007 11,254 1,285 11.40% 1,265 11.20% 1,249 11.10% 1,229 10.90% 1,210 10.80% 1,181 10.50% 2008 11,065 1,270 11.50% 1,233 11.10% 1,210 10.90% 1,204 10.90% 1,189 10.70% 1,160 10.50% * NOTES: NEW ALIGNMENT 1988 UNDER CONSTRUCTION IN 2001 DUE TO A CHANGE IN TRAFFIC PROCESSING SOFTWARE, SLIGHT FLUCTUATIONS HAVE BEEN NOTED IN SOME OF THE PRE 2006 DATA. VALUES ARE ROUNDED; TOTALS AND PERCENTS MAY NOT ADD UP. * DHV = Design Hour Volume Printed 3/17/2009 12:06:41 PM Yearly ATR Profile Location ID: 25-7C-1 For Year: 2008 Functional Class: Urban Interstate Lewis and Clark County Traffic Factor Group: UI Station A-003 I-15, 0.5 miles south of Helena (C000015) RP 191.8 Ascending Direction: North Traffic Mix: Pass: 93.94% Sm Truck: 0.84% Lg Truck: 5.16% (YATRPROF) Average Daily Number of Vehicles Avg. Day Avg. % Avg. Day % Avg. Day Day of the Week (Entire Weekday is of Avg. is of Yearly Sun Mon Tue Wed Thu Fri Sat Week) (Mon-Thu) Weekday Avg. JAN 6,983 8,812 9,382 10,814 10,949 11,783 9,032 9,679 9,989 96.90% 87.47% FEB 7,751 10,008 10,855 11,240 11,101 11,970 9,456 10,340 10,801 95.73% 93.45% MAR 8,681 11,118 11,310 11,645 11,842 12,833 10,100 11,076 11,479 96.49% 100.10% APR 8,397 11,420 11,666 11,965 12,118 13,047 10,044 11,237 11,792 95.29% 101.55% MAY 9,315 11,149 12,229 12,460 12,593 13,534 10,827 11,730 12,108 96.88% 106.01% JUN 9,619 12,341 12,431 12,245 12,707 13,264 10,978 11,941 12,431 96.06% 107.92% JUL 9,728 12,377 12,550 12,679 12,736 11,973 10,245 11,755 12,586 93.40% 106.24% AUG 9,294 12,123 12,295 12,473 12,624 12,802 10,194 11,686 12,379 94.40% 105.61% SEP 9,036 11,293 11,920 12,336 12,448 13,183 10,686 11,557 11,999 96.32% 104.45% OCT 8,005 11,080 11,577 12,065 12,237 12,618 9,932 11,073 11,740 94.32% 100.07% NOV 8,412 11,294 11,604 11,873 10,551 12,039 9,823 10,799 11,331 95.30% 97.60% DEC 7,563 10,458 10,663 11,044 9,938 11,179 8,524 9,910 10,526 94.15% 89.56% Year 8,565 11,123 11,540 11,903 11,820 12,519 9,987 11,065 11,597 95.41% * NOTES: NEW ALIGNMENT 1988 UNDER CONSTRUCTION IN 2001 DUE TO A CHANGE IN TRAFFIC PROCESSING SOFTWARE, SLIGHT FLUCTUATIONS HAVE BEEN NOTED IN SOME OF THE PRE 2006 DATA. VALUES ARE ROUNDED; TOTALS AND PERCENTS MAY NOT ADD UP. Avg Weekday uses Mon-Thu. Avg Weekend uses Sat-Sun. Printed 3/17/2009 1:17:45 PM Yearly Peak Hourly Volumes Location ID: 55-1-3 For Year: 2008 Functional Class: Rural Minor Arterial Wibaux County Traffic Factor Group: RMA Station A-005 MT-7, 1 mile south of Wibaux P-27 (C000027) RP 79.2 Ascending Direction: North (YATRPHV) Highest Hour 10TH 20TH * DHV 30TH 50TH 100TH YEAR AADT Volume % Volume % Volume % Volume % Volume % Volume % 1981 863 255 29.50% 181 21.00% 145 16.80% 125 14.50% 1991 608 273 44.90% 160 26.30% 108 17.80% 99 16.30% 1992 624 263 42.10% 150 24.00% 121 19.40% 101 16.20% 1993 630 274 43.50% 159 25.20% 135 21.40% 125 19.80% 92 14.60% 74 11.70% 1994 662 269 40.60% 162 24.50% 113 17.10% 97 14.70% 82 12.40% 75 11.30% 1995 681 290 42.60% 202 29.70% 148 21.70% 126 18.50% 100 14.70% 83 12.20% 1996 674 261 38.70% 147 21.80% 127 18.80% 111 16.50% 95 14.10% 78 11.60% 1997 740 334 45.10% 165 22.30% 131 17.70% 120 16.20% 101 13.60% 87 11.80% 1998 692 285 41.20% 151 21.80% 131 18.90% 116 16.80% 95 13.70% 79 11.40% 1999 692 277 40.00% 147 21.20% 123 17.80% 106 15.30% 92 13.30% 75 10.80% 2000 698 279 40.00% 171 24.50% 122 17.50% 104 14.90% 92 13.20% 78 11.20% 2001 721 280 38.80% 142 19.70% 127 17.60% 112 15.50% 93 12.90% 80 11.10% 2002 713 312 43.80% 145 20.30% 127 17.80% 108 15.10% 93 13.00% 78 10.90% 2003 751 276 36.80% 143 19.00% 116 15.40% 111 14.80% 99 13.20% 87 11.60% 2004 740 236 31.90% 151 20.40% 124 16.80% 105 14.20% 92 12.40% 82 11.10% 2005 710 221 31.10% 133 18.70% 117 16.50% 102 14.40% 90 12.70% 78 11.00% 2006 750 301 40.10% 151 20.10% 121 16.10% 100 13.30% 92 12.30% 83 11.10% 2007 779 336 43.10% 160 20.50% 123 15.80% 113 14.50% 104 13.40% 90 11.60% 2008 746 310 41.60% 184 24.70% 131 17.60% 117 15.70% 93 12.50% 79 10.60% * NOTES: UNDER CONSTRUCTION IN 2002 DUE TO A CHANGE IN TRAFFIC PROCESSING SOFTWARE, SLIGHT FLUCTUATIONS HAVE BEEN NOTED IN SOME OF THE PRE 2006 DATA. VALUES ARE ROUNDED; TOTALS AND PERCENTS MAY NOT ADD UP. * DHV = Design Hour Volume Printed 3/17/2009 12:07:22 PM