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Iz1 : AM PEAK HOUR a b w 4 p i 47 r L 638-o 0-252 — 367 1 d 81 _ � � {6 R Id•LQ-� Jrnt-o„dy� l� PM PEAK HOUR 4- 2i 2i 4 227 192-o o- 459 611 d 70 coit A � f0 O� rp a b 69 p �cyl NORTHFIELD DR. 31 i 221 0. Q N N N U N PROJECT No, P-882 DATEi 10-21-2002 LljjPETERS & ASSOCIATES ENGINEERS, INC. . cava. t TRAF c nraaao ASSUMED BANK (DEV. BY OTHERS)�]�f11 p777�. CJ 511/6 �T�T�1�7�/�A 1 OUTLOT #1 ` �; ,tom • ME OUTLOT #2 A� J v R a WAL-MART SUPERCENTER HIGHWAY 10 AND CHENAL PARKWAY LITTLE ROCK, ARKANSAS WAL-MART SUPERCENTER EXISTING TRAFFIC VOLUMES FIGURE Na 3 Co 0 PROJECT No. P-882 DATEf 10-21-2002 PETERS & ASSOCIATES ENGINEERS, INC. FI;liOM t TRAY= aeon; Bank pm f:O�f d ��'Y g 6 n �h+'Ougk 1 1 1 l i TLF I•[ 11 1 1 ASSUMED BANK (DEV. BY OTHERS) w LST ' ❑ ` ��• � •:iL��t]l1 OUTLOT#1 �, g r r JI'lIT11l,G OUTLOT #2 ■ , 4i 4 � 1 . '�1�J a w 0 WAL-MART SUPERCENTER HIGHWAY 10 AND CHENAL PARKWAY LITTLE ROCK, ARKANSAS P-iWE,mm, WAL-MART SUPERCENTER ��I fi.11lE! 4 I I fllliY S .l I 40% DIRECTIONAL DISTRIBUTION SITE TRAFFIC FIGURE No. 4 r II lid 14X 19%b d25X 1Xb o- 39X 61X 15% 5X b d 14% ro I Bank ;%N,l ce r L r,.h I � � Etlll II II1 I I I f I F.ilV1 fllllii:ll: ! p� ASSUMED BANK (DEV. BY OTHERS) ;; D�� • • •__ t v � -�I ,�j Z71* 0 x � x `'' 111 DR -8 i1�CU�[Ril1 [D� K x OUTLOT#1 , WAL-MART SUPERCENTER S ��IIIIII'il�fe'aI�1L!_LLL11 1��777T�J7TX77TITIi L�%1 U �I-i OUTLOT #2 _, - IllflFITI V � I _ ❑ O -0 NORTHFIELD DR. -- 1X 1X-0 4 .-0 44X o o w xx ENTERING TRAFFIC PROJECT No. P -see DATE, I0 -2I-2002 WAL—MART SUPERCENTER PERCENTAGE TURNS PETERS & ASSOCIATES HIGHWAY 10 AND CHENAL PARKWAY ENGINEERS, INC. 12 FIGURE Na • cm & TRA"w wx f LITTLE ROCK, ARKANSAS 5 x b ffb f0 asp ASSUMED BANK (DEV. BY OTHERS) OUTLOT #1 LOUTLOT4#2NORTHFIELD D__ -._-- i PROJECT No. P-882 DATEe 10-21-2002 PETERS & ASSOCIATES ENGRUMRS, INC. am a cmc nrap� 13x -0 o- 2x ,o r�rrrrrrurrrrruclrr�rrr� , , �� rrrrrry VIIII� 0 w rrrrrlr�rr�,rrurii► Q n '' �iiCCC�C`f.1l�Sr�rr� _ W/s 91 , nrrrrrrtZrurrru��lrrvrrrrrrrrs] -_ �rn�r�ur�rrrrrrry xw — cn m a o- 38x WAL-MART SUPERCENTER HIGHWAY 10 AND CHENAL PARKWAY LITTLE ROCK, ARKANSAS 39% -0 �=-Wllwmmmm WAL-MART SUPERCENTER tllllTRlIITTTrTi•i � "�Tlfll EXITING TRAFFIC PERCENTAGE TURNS FIGURE No. 6 I II a w B3-0 *-93 230 -0 *-226 s !zf b w 1� ,ao� aeo 110 b d 145 6 b S 6 73 b d 1J rp O� rD 67 6 nCa E u J rn N 29 b d 74 w 0 ALCA 4 107 NORTHFIELD DR. PROJECT No, P-882 DATEr 10-21-2002 PETERS & ASSOCIATES ENGBCIMS, INC. CrM & rnAmc nrcUMIRmwa an4q�'� ASSUMED BANK (DEV. BY OTHERS) l i OUTLOT #1 f \l\\\l\Cll\]lll]lln1;�� CI��ChIIU � OUTLOT #2 . "- 7/ r m W 255-o *-226 llllllllllll /� U111 [fill I f 1--!l rI WAL- MART SUPERCENTER HIGHWAY 10 AND CHENAL PARKWAY LITTLE ROCK, ARKANSAS a fu 0 NOTE: Site Generated Traffic has been adjusted to reflect an Internal Capture Rate of 20% for the outlots and other non -site developments. SITE GENERATED TRAFFIC VOLUMES PM PEAK HOUR FIGURE Na 7 -; a� b w 2 p i 227 264 -0 o- 464 fig b d 131 0. Q rD CD v b 4 107 �ow b `D AI RTHFIELD DR. 36 i 4 113 6b *-12 22 b d 191 cn i,, � $ w Bank's ( QPM o" 8 k� fly ASSUMED BANK (DEV. BY OTHERS) OUTLOT #1 OUTLOT #2 332 -0 o- 622 479 -0 *-955 110 b d 145 6 b d 6 N O, w VIllllillljljmi IiAkiillll .. .1 ■__— :.1441 -J I - I lQi (711/llfliilCILILLllTll,irllJllJ! IIXIIJIIJU � �nJ�L�LLL�nlfJfJJ, u �i�WAIL-MART SUPERCENTER CD NOTE: Site Generated 'O Traffic has been adjusted a NOTE: Site Generated to reflect an Internal t2 Traffic volumes have Capture Rate of 20% for 255 0 o- 226 been adjusted to reflect the outlots and other Pass—By of 17.2%. non—site development. PROJECT No. P-882 DATEi I0-21-2002 WAL—MART SUPERCENTER 12 PETERS & assoclATEs ENGINEERS, INC. HIGHWAY 10 AND CHENAL PARKWAY . aM • >RAmc ZNGDOOMa LITTLE ROCK, ARKANSAS SITE GENERATED TRAFFIC PLUS EXISTING TRAFFIC VOLUMES PM PEAK HOUR FIGURE No. 8 n S Z D r a 1 t ly NORTHFIELD DR ♦■ IV RG: .c "� �► NORTHFIELD DR. �i m L t t r. TDR Z1? r PROJECT Nor P-882 DATE( 10-21-2002 PETERS & ASSOCIATES J ENGINEERS. INC. jf am At TROM snoauz9+ss WAL-MART SUPERCENTER HIGHWAY 10 AND CHENAL PARKWAY LITTLE ROCK, ARKANSAS MENDED LANE GEOMETRY FMRW No. 9 4 n A 0 v ` A n }l1AN 1 O HIGHWAY 10 (CANTREL RD.) Banka,, (Ri'hl Luq r,r B Rig �',Cvr; I Illll[] fllVl fll IKI I11 I£ I I !! � Il II11 ❑ ASSUMED BANK (DEV BY OTHERS) ■ l p 1 1111 I p v _ c x 17l U •�8 �. OUTLOT#1 // ///-](Vl/Il11I1114 WAL-MART SUPERCENTER rurrnrrus�rrrru» V1 IC OUTLOT #2 �,jj�1CC�1��\V w +f If Sp I Ilia lIII1� n WAL-MART SUPERCENTER HIGHWAY 10 AND CHENAL PARKWAY LITTLE ROCK, ARKANSAS MENDED LANE GEOMETRY FMRW No. 9 APPENDIX SITE PLAN 4Ar n y ch N O n TRIP GENERATION DATA z O rt (D N (D n O FJ a F3 n x a H rt ro (D En z o t1i N �P �P w Ul W OD w w m iP 0) N Ul rn w iP r a N (D N rn HN cE � r O El N G (D '� K rt (D ro K x o.4r_� rt (D El OD tr 0) P N Fi ((DD '� N :rt, O ' H (D I -h Nab H oPL) H oK rt m N F'- Li tC; tij W O1 pa -q'mn (D C+i Eyz ANKH LC w tlj 'a � F°� ((D 00r El rEa rt r Fj- tI] 0x O x ag Old d K a a - OD O rt C ( F-' i (D Imo• 'TJ I U] Fi- rt ((D O 0 A) a � (D w P-- nx w N- rt OD d ( r- N H rn rt O PL) wrtww� Nrt• • k0� NN-Ul:4 Odlrt O N- C� Hrr (D�rrj 0 Fidnn� (D cn C ED cn rt 4 (D 4 4 n (Drt�rtrt . . W 110 N O N w 0 E J -3 OD N F'- w 1,0 OD w rt 0) 0) o P- O 0 N F-� -1 OD N W U7 W F -I OD F' �] OD F' OD w OD 0) CD l0 l0 F, N w OD v, OD F -I Ol 0) N O r a N (D N rn HN cE � r O El N G (D '� K rt (D ro K x o.4r_� rt (D El OD tr 0) P N Fi ((DD '� N :rt, O ' H (D I -h Nab H oPL) H oK rt m N F'- Li tC; tij W O1 pa -q'mn (D C+i Eyz ANKH LC w tlj 'a � F°� ((D 00r El rEa rt r Fj- tI] 0x O x ag Old V w Vehicle Turning Movement Count Data H" 10 Out In Total 563 7528 2066 5061 10121 6 R'ht Thru Left 41 1 4 41 T llal N41 9tlOZ 'YOL Z4EL Rol ul InO at 6mt 0 CD -p 7 00o 00.D.00.D COD OOO V N o -o CL aw_o aco CD 0 o 10 n) 69999 r.999E m i N CD N O_ (A _ N O .S. A s �' �I NSI coo W 0) co 0 O C))al W No) O c O N 3 D=i A z _ r o x NVcwD WICDODVCT }AODN-tO =.. N i A N W O V A CA OD O i i i i im CD N CT CT V OCT V i W A C> CTIi w NW 0o CO cn co C> cn rn V V iWCT O W C) V .00i 4 �Iw A CA CA WNi m CDs d7�0 O N V N AON ii' oz.;V I V CD p --AN W_ , N i A N W O V A R): CA CA OD O A; N . CD CT OD O V i cD O v y:_ i co Co _ t+; 0o w icA W IV A N W lA W cniCA N OVCT� N O V C,); i OD A CD A i Co -4 00 w NW wNW CD N W N C A W N iWCT O W C) W W W W A ANCT 07_NWN CT_COV i W O C i O �O_ W -4 CO CD CO co A N A O W O_ 00 N A CA N � 00 _ CTi t i i i N N pp�� O� v OND O W ANCTWiA CDONCT i V O N N N W V A A A w O A N NAA _ CA w rn cn co cn co – . -Ur-m> °° N CD = —{ O .0 OVCT� Q O T_7 _CD CDM CO .�. 00 00 0) CT A ' v T CT_COV O C Q 2 cn Q0 3 G) :3Cn mCD �Q Co r m C:) O to N F r+ CD `J ^ CD O cn C o 7 CD i (D CO W N n v� -oo N� ( O D co CA N n coowCAO 'C) NCAOAO C o CD m 3 d O OA_CDO i r ID C 7c �. D OCoACA �� OOOCD -40--4— c0 CTNOAO i i i 8— (A O CY) (7) O Co CAO C _ CD c ONONO .N. CTi t i i i N N pp�� O� v OND O W ANCTWiA CDONCT i V O N N N W V A A A w O A N NAA _ CA w rn cn co cn co – . -Ur-m> °° N CD = —{ O .0 O (O Q O C CD M CD � h 00 v CD CD _C oD� ,✓ N cn Q0 Ccn :3Cn �' O Co CD O to CD M F r+ CD `J ^ CD O cn C _ n v� O -o a) cn -n (c (DCD �. ZooM N C O ( N CD (D O O O O O 1 O O Z N -L Hwy 10 Out In Total 306 1009 1315 367 6381 4 Right Thru Left a og �O W N N Z _ m V V 2� o r -1 roa� >> lJS'I N41 7gt+?2! 48 I Z9Z B, S—ni 08£ 898 IEgol ul In0 OL LMH m I -n o(0 -no O O(D ((D n c n c V c V A O �U (o0O D D P N Ul OD O A 91 W N A W i 0 O m O V O V Na A A v (7� D O N D1 COT (n W N N_ w w �' D. O Ca � OD OD to (D 0 O v — 0OD A Ul OOo � v D C) N N (o co J v A O O O A 0 N OODD O O (co 0 Mw rncn al �-4 D O O O C) W W (O L» N OD 0 O O A A 0 CD OD Ln L71 -N (OD -o_r=D a° CE K a NCD O j C) cc Q. O < CD CD CD 7 O iil r -r 00 CD CD O CDCD N cn Qo !w O Cs� n CD O in CD M CD C. C7CD 1 O In r rf W Cl) Cl) -n CD CD CD Z o CL CD (D CD N � o D C) C) O 0) C) 0 0C..^Z C) / N � Hwy is Out In Total 1143 528 1671 1271 3971 4 RI hi Thru Left oS CD2 A. �— A m � N O �D r m BSL 4£8 ILar 996E 561U LLS Idol1 3n0 01+ G1 0 0 N CT OO V O 0 0 O V OO N CO OD V (D 0 0 OZ N 1 00 0 0 CO O CO CA 0 0 zj j 0 CT cn (T1 A A p.ov a j N W W W N w W W WO °—' �o o E'0 MOM O r -r mmmm W wco CoN0�l0 -V_0 ooh vKKKK -KKK ows (D :�1ACO Ca A W O CD � N cn 90 W 4:-4 Ln N W OACO �1 OCT cT O (n 'N -4 CDM CO � ObW CP,W V OA WCTsW J CD J O un C A A N V >y C T W (A C b P.,W r mCT CT K) cn O Cr 4W-4 V WCT A CT OW W� CaOO S --- - W W A OD— co ODO ODO M CTO ACTON I wNOCT ACO Cj --j ri CO N co W -1 N CD C11 CT AAA wANWN ACOO WO N COT W7,10A'�� 4NO W W NNS C37 WCT CJD O o O co 0 O N N N N AfTN CO 67 N s Cb NCTO �LrlN 1 N CO V ACT WA NNW W N -1 A O A A A A Ca W O V i W•CT COT NO CO OCJD OO W OD ODA AOD O- N ASN ��...• [y7 �� OD -I P.CT,; O O W CO CO W -4 CO (T CTCwO w AAAA sAOA SIV -I ONCA -IW SCD NCO 0 0 N CID A N N N CN3C 0 0 N CT OO V O 0 0 O V OO N CO OD V (D 0 0 OZ N 1 OD N CO O CO CA fl.O W W N W W W N w W W WO ir3 N pD0 V 0 C W ONTO O r -r W ACO W wco CoN0�l0 —: r 2 -0 00_ NCD O fl.O C CD ir3 CD CD O r -r "D p (D O CD � N cn 90 O to O cn nCD. O (n CDM 3=)(D (2. J CD O un C >y u) (c (D (. CD '� Z O O O o �' Q- 3 O CCD O CD ` 0-0 C) a O O O O Z O O t N --k x M N O o N O O O G n c 6353 6; -0, 0 A � C O A �p W W V CTC C W � Z A N CD O -40) O CT C iT � CD A i+ A V O N tl -Vr=-o cc) CD (D =r -I O0 CA -� 7 C) (c v QO CA Cpl O 'O`.. � h -00 .� J p CD (n in ,C V/ x" S T O /^ Cn V CO C O K (D O N CDM 3 =3 CD -1- (D. n(D 1 O N C " COo r+ n r m CO N W O .N-. IID O co N N V .W+ WNW �Z1 0 io A 3 W N p N f0 co N=rT 7 cn CA O) OODD C 3 j d_ cn 0 O co W O -� co CO O V -- CA CA CO W CO p W CO N co co W C 3 p (D o O OD N + O N0-0 O) �' CNif Am J O V OWD N 7 W V _ -Vr=-o cc) CD (D =r -I O0 -� 7 C) (c QO C 0 CD =7-3 CD CD � h -00 0 CD CD (n ,C V/ x" /^ cn O Co A v' K (D O N CDM 3 =3 CD -1- (D. n(D 1 O N C " r+ n co m CD CD CD Z O w Z �C-3 CD CD CD Northfield r. Out In Total 117 214 331 170 164 Right Left a oo �O c .moi � 000 N� co a x p 00 V Z W =r 66 00 W w2 as �o 0 o � w- 0 -0c-0D oD;* =-z OD CD � � C Dy 0000 OOoo c0 v 0 ao 00 00 �I ti -4 ►i m : 0 o �cAilov+o -jLnO vw 3 D DDDo O Q CD a Z (D NAW N 0 O :3CA CD W 1.0 CA W O Nm r) r) 0.. n -+1 C7 c CD (p O �3 m Q C �_�� N C01i CO N A W CT W N�NCT� 0 r -h :N CD w W co�Co [A W W ACAOc ;& Q s 0 m a 2 CD _ ___ 0 ((D N cP� W CAA NN�NCh V% AD w co v N Cn [D co Ch CA i o — G7 90 G C N -4 r,3 co 4, Doo W coo � v-4NODOc ��• =3 (7 i1 =r *,+ 3 d_ O C/) N LnNO N i LnN� s� CD O -Un(D m ASA OoAAC"0 C7 W NOD00;* cOa � CD 12. D m .� O m n (D � � (D v t,) CN3» -4 W N N C N (h N NCoN W W W C0000 _ .rt � CTs �� rt AAO �(ANC7iCD W-4-4tOODO M 3 -v(nfn-n A� CO OD O W Ln s N �� CD �* M ::E2) G ¢± CD (D• OSA [D:CoA 0 W CTChAANO�y l7 CD� Z O M n O Q 3 M CD CD rn-• coN A A O W W cm N CO A WAW" N s W CD o .. .. -..v -.% O O O —& O I C Z N O O W AlN W (D O O 0 CO, 4 [r.0 C0 CO CO W —CoN NA'nwA -I W 00 _ N CD D) X O Up CD x < _ <,o O p no(D(Do =1 0CD'�CD=o 0 o> J CD C)1 O Dw"Dp C)) 0) Ln D CO A co co COD CD d 7r 0 O oD CA 00 co L" Cn O v Cn -4 C" coD:-4 D 4KcoA9 N N C) IJ O 0 � N p V OD CA _(_ O OV W � p cy, cn �DpVD V9V-9 A CD A w COD Out In Total 77 1117 217 7� ss R� ' ht Left 1 0 N N A D -n< _ < < N n CD _=w_$_a � CD (D CD o o to O)m O)—Om W A CCD W (D COD O oD Cn COD CAn CD Ln O v VA N 5 S �--�5 14"m v V GD m GO -4 003 N S f-! S y �^� N A � � n-40 1v N _ O CD s V OD W W Ln O fGD O V, �D —PV V M V -4— .01 A 0 0 A Cn co CD p OD � N O mrO Y .N o -0r0D c =� N � —I 70 C 02 X :3 D �v O < aCD ZCD O FD'' o� (D CD CD O CD � N go 0 2.0 F) ocn CD M (Q CD . rt C CD O rr n (Q (CD (D CID Zoo W o w Q- 3 (D (D (D oD 0 0� O C) 0 i "00 N0 ;a Northfield Dr - out In Total 170 94 264 38 56 Right Left '00 z C3 r 0 ---+s G N 82 v cn co_ 00)CD NI -1(o0)0 .NA O)ODA 00 ID TI p` _• Cm Iv '"�R. (N<p n0 D ^ CD Z °CDCD(D -rn-0 >Z:a 00 =r N O (D A A OAOD NO) A —I 01 "Q O O � � C O 00 Dm 00 000 0 cn o �a Cn Ln UI (TI Oa d ?WHO -{.CT O C" O A � 4 C C'-I CA O CTI O w d -� .5. 7c 7 co 0 0o ° v o� a -0-v-0-0aB 0 °' O O N 0 D O N j :3 < Q (D Z (D O =3 0 K) 0 (D. N (o OD 0 e co 0) N A C:) r -f M, --h oo (D CD* O N V Nj WO)W :3C 3 N Z-0 Q 7 jNW NW NNNAw. hi 00 K) NNNO)fl) OCTINN -SOC 0Dc r-► .D 0 CD a = N O O OsWGIWA AWNAW O CD (n IV N ALAN �AOD?CTI — Cl) 4 C En 00 O W O w01 Ul 0)OI V -10)-10) r 07co 2. O AA W a rn-I OD W NW NOOC 7 (M n -n FD a ,-r CD orno (n rs�� „mss -'m 3d� CD -00 O U) CDD M 00)O mwcn o 4 w m 0 = a 0 C2- D (D m =m h � CD CD 0 o M0--40-4 aW-4M A W OD W OA— 11 -4 UIQ � O fn n C4 ODAOD Co V (D W D) p�NO) —lb .�. cn co_ 00)CD NI -1(o0)0 .NA O)ODA 00 ID TI p` _• Cm Iv '"�R. (N<p n0 D ^ CD Z °CDCD(D >Z:a 0OQSU A A OAOD NO) A -100 V 01 "Q O O 0 C:) Cl1 ' .5. Q N O 0T (o CTI awcncwow 0 °' O O N 0 ccoo ccooicwoom N j -o CD X 2 0 m W X<2<'O o -noCO m 00 � 80 CD r- .00.. N � O CD CD _0 O N VAi O i D m A-0 O CO K O) o) A Vi CA N ? CA N X O O v co CT CA Cp i i C) CD i Q CT OO -4-09)-4-0 N K V W K i W A W W N w C O A O COQ V CD� CT W CO W N O co to i O) w co O Northrmld ❑r. Out In Total 1011 53 F 154 2231 Right Leat Oo NO ^� 0 N N C7 r� c C3 qn N N z LSA m ~ a N2—� ~2 y_ O .D -0 V' ooi ooi o -lo(o -ng N O N n C? n C O N .�. O N N 7 CD O N CAT, i PD{a 'O CO CD O) O) 9 C.0 CA) i N NACn O V CA i s W COO O cn O O N Z N CA V 9 U, M i i~(n V (n(O0 O f0 W -• O V O A A O V O CT W O A � i N CO f0 Cr N 0 V O O CO (O Cn _0rn_0 c =� NfCD D 7 7 TD K N 0 C CD CL Z CD O �n Fp' O Q O wCD O CD I C y Qo N m CQ CD O co CD M C2. CD (D ^� CD O to e -f �0 Sv c CD C. CD 0 Z Z O0)a oCDmm N O O O O N o O ooh N � ,1—fto 1 y re P? Capacity & Level of Service Calculations -Vm-0 m X. OD m ry �v � � v fav -imcn X o 0 cQ r G 0 3 o CD 0 X T m G7 �cn m m ' cn m CD (� + 0 0 m CD C) o� v � a v 0 C N v 0 7 CT1 Ut 1 O O o [O r m CD 0 CD CD 2 0 (D D j. 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Traffic Signal Warrants and Results Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol for Warrant: major minor CO.: Pulaski C Warrant CITY: Little Rock, AR No. Lanes Major. 2 Minor. 1 1A 420 105 CO.: HWY.,Mjr.: Pulaski County Chenal Pkwy. — — Accidents > 5/yr? (Y or N) N 1B 1AB (80% 1 & 2) 630 336 52 84 Existing Traffic ST.,Minor. Northrretd/WM Dr. Speed =>40, or Pop. < 10 K Y 504 41 Plus Projected Traffic Projected Traffic Factor out "RTs" (Y or N)?: YES 2 (4 Hr) (see formula) .. Projected Traffic Hour warrant was met Major. EB Y WB Y 3 (Peak Hr) October23,2002 Study pefonned b RMT Minor. SB NorthfieldANMDf. NB N Ad. Faclof 0.7 420 MAJOR ST. 336 504 MINOR ST. 105 52 84 41 (direction) SUM MAX. (direction) #B-1 #8-2 Direction: NB MAJOR MINOR SB 1B EB 1AB WB 2 3 7:00 717 69 0 Factor 100% Factor 100% 0 Factor. 100% Factor. 100% Minor vol 0 0 0 0 0 0 9:00 462 41 0 0 for 4Hr War. eak Hr. War. ENDING Existing Existing RESULTS 0 Existing 0 Existing + pfol men results 0 0 11:00 TIME + Proj man. results +Pro man re5vits sum -Pro man. results 0 1 12:00 597 131 1 7:OD 275 274 444 443 717 69 69 19 19 97 75 75 8:00 168 168 322 322 489 43 43 41 41 172 75 9:00 270 269 195 194 462 27 27 41 41 66 184 190 75 10:00 231 230 219 218 448 31 31 26 66 93 93 164 75 11:00 276 275 236 294 304 235 510 303 597 26 26 26 131 131 133 75 12:00 13:00 295 368 367 295 294 661 27 27 173 173 112 75 14:00 363 362 286 287 649 31 31 169 169 116 75 75 15:00 395 394 380 379 773 29 29 181 161 84 97 75 16:00 476 475 244 243 718 34 34 169 169 93 75 17:00 462 461 272 271 731 43 43 169 169 94 75 18:00 438 437 292 291 728 40 40 164 164 148 147 75 19:00 343 342 214 213 555 35 35 17 148 156 156 181 75 20:00 264 263 206 _-- --- 205 469 -... ...... 17 .. /A SRR 1a8 21' 75 Note; Manual Y" 16 used N avel le. Results have been factored for machine count error. Peters Associates Engineers, Inc. Traffic Signal Warrants Analysis CITY: Little Rock, AR CO.: Pulaski C HWY.,Mjr: Chenal Pkwy. ST.,Mmor. Northfield/WM Dr. Existing Traffic Plus Projected Traffic FINAL RESULTS: Traffic Signal Warrants Analysis Projected Traffic Hour warrant was met Major St: Chenal Pkwy Minor St: NorthfieldANMDf. VOLUME COMB. 4Hr. Peak 420 630 336 504 105 52 84 41 SUM MAX. #B-1 #8-2 HOUR MAJOR MINOR 1A 1B 1AB 2 3 7:00 717 69 0 1 a 0 1 0 0' 8:00 489 43 0 0 0 0 0 0 0 9:00 462 41 0 0 0 0 0 0 0 10:00 448 66 0 0 0 0 0 0 0 11:00 510 93 0 0 1 1 1 0 1 12:00 597 131 1 0 1 1 1 0 1 13:00 661 173 1 1 1 1 1 1 1 14:00 649 169 1 1 1 1 1 1 1 15:00 773 181 1 1 1 1 1 1 1 16:00 718 169 1 1 1 1 1 1 1 17:00 731 169 1 1 1 1 1 1 1 18:00 728 164 1 1 1 1 1 1 1 19:00 555 148 1 0 1 1 1 1 .1 20:00 469 156 1 0 1 0 0 0 1 21:00 396 188 a 0 1 0 0 0 1 9 7 9 7 11 This intersection SATISFIES the warrants for slgnalization as outlined In the "M.U.T.C.D:' § / @ o ƒ )• / / n / ° ° 2 % K �ƒ) /ƒ 3 ( § n 7 / \0/ / /¢ 7m CD � R { © [ ¢ / ©#� CD 3 / D P, ¢b§ \* B ¢ n \ o G §/\ // § 2 \ ? 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