The URL can be used to link to this page

Home My WebLink AboutLINDENMEIER ESTATES PUD - PRELIMINARY - 24-94 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 Y.MAY#).R#XYXMX#'1.'##L##Z1S;.YYX:K#t#LK1X)#.F#Z#K)R#:##YI:Y ):#######Y##y.K #Y): IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR ,STREET.. 35 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... lindenmeier estates NAME OF THE NORTH/SOUTH STREET....... lindenmeier NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mn,/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. am 0 short luny OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL ---------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WF. NB SB ---- ---- ---- ---- LEFT 1 -- 6 0 THRU 0 -- 636 312 RIGHT 4 -- 0 3 NUMBER OF LANES ES WE NE SB ---------------------------- LANES 1 -- 1 1 CAPACITY AND LEVEL -OF -SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------------------------------------------------ --- MINOR STREET EB LEFT 1 223 222 > 222 > 221 > r > 507 1 501 >A RIGHT 4 746 746 > 74`6 > 741 > MAJOR STREET NB LEFT 7 856 856 856 649 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... lindenmeier estates NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 ; am pm short long OTHER INFORMATION.... n 1965 HCM: UNSIGNALIZED INTERSECTIONS Page-1 z zxzxxxzzzxxxxxxzxxxx xrzxz xxxxxxx.�:zzxzxzxxxa:x �:x xzxxxxxx.:R zzxxxxxxx z:�:zx IDENTIFYING INFORMATION --------- ----------- ---------------------------------- - ------ AVERAGE RUNNING SPEED, MAJOR STREET.. 35 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET --------- lindenmeier estates NAME OF THE NORTH/SOUTH STREET....... lindenmeier NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mni/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. any m short CED OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL -------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES ------------------------------------ ------------------------------- EB WB NB SE', ---- ---- ---- ---- LEFT 2 -- 1 0 THRU 0 -- 225 719 RIGHT 5 -- 0 1 NUMBER OF LANES ------------------------------------------------------------ --- EB WB NB SB _______ ______________ ------- LANES 1 -- 1 1 CAPACITY AND LEVEL -OF -SERVICE Page-3 1_____________________________________________________________________ POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY" CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH _______ ________ _________ ____________ --- MINOR STREET EB LEFT 227 227 RIGHT 6 451 451 MAJOR STREET NB LEFT 1 537 537 IDENTIFYING INFORMATION > 227 > 225 > C > 352 - 344 >B > 451 > 445 > 537 536 A NAME OF THE EAST/WEST STREET...... lindenmeier estates NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 ; am m short long OTHER INFORMATION.... 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 'L)I:YX7.H:1.X.t.F1K%Ztt.1:M:1 tiX1:ii Y.4 %1:.R .R .t. A:.f.Y :k M:t KFI'.C.x.Y.:RRiY.4X.YCY.1.F 1: �.Y.YY Y. Y. M. Y.T t2S y:t 1. IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED. MAJOR STREET.. 35 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET ---- ..... forest hills NAME OF THE NORTH/SOUTH STREET....... lindenmeier NAME OF THE ANALYST .................. m.jd DATE OF THE ANALYSIS (mm/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. am Cm xist short to OTHER INFORMATION... long INTERSECTION TYPE AND CONTROL ------------------------------------------------------------------ INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES ----------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 2 0 3 THRU -- 0 640 313 RIGHT -- 2 5 0 NUMBER OF LANES -------- --------------------- ----------------------------------- EB WB NB SB ---------------------------- LANES -- 1 1 1 CAPACITY AND LEVEL. -OF -SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT V(pcoh) c (Pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WE LEFT 2 222 221 221 > 219 > r > 306 > 302 >B RIGHT 2 499 499 > 499 496 > MAJOR STREET SB LEFT 3 586 586 586 582 A IDENTIFYING INFORMATION --------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... forest hills NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE AN SIS..... 3/27/94 ; am pm -xist short to OTHER INFORMA.TION.... long 1985 HCM: UNSIGNAL'.2ED INTERSECTIONS i F'a ge-1 CAPACITY AND LEVEL -OF -SERVICE Page-3 Y%%%%%.F%X.YYK.YKYK:YM:%2YY.KA:%%.Ff:%].Y'F..YY%:i%%%%Y%:YX.Y%%%%Y:%%YY.K V. A:YM'Y F.Y 4X.Y%! IDENTIFYING INFORMATION POTEN- ACTUAL -------- -------------------------------------------_____ ------ FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY AVERAGE RUNNING SPEED, MAJOR STREET.. 35 MOVEMENT v(peph) c (Penh) c (ocoh? c (pcph) c. = c - v LOS p M SH R SH PEAK HOUR FACTOR ..................... AREA POPULATION ...................... 100000 MINOR STREET NAME OF THE EAST/WEST STREET......... forest hills W0 LEFT 13 227 226 > 226 > 213 > 29> 279 >C NAME OF THE NORTH/SOUTH STREET....... .I indenmeier RIGHT 7 831 831 > 831 > 874 > NAME OF THE ANALYST .................. mid MAJOR STREET DATE OF THE. ANALYSIS (mm/dd/yy)...... 3/27/94 SB LEFT 1 942 942 942 941 A TIME PERIOD ANALYZED ................. (DI exist short to OTHER INFORMATION.... long IDENTIFYING INFORMATION INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- _____________________________________________________________________ NAME OF THE EAST/WEST STREET...... forest hills NAME OF THE NORTH/SOUTH STREET.... lindenmei erg INTERSECTION TYPE: T-INTERSECTION DATE AND TIME OF THE ANAi IS..... 3/27/94 dam lPm exist short to OTHER INFORMATION._. long MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES _____________________________________________________________________ EB WB NB SB LEFT -- 12 0 1 THRU -- 0 220 723 RIGHT -- 6 5 0 NUMBER OF LANES _____________________________________________________________________ j EB WB NB SB ------- ------- ------- LANES ------- 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 Y 1iSY:XXYY'YY'XY.FYY.0 Fi FY..R.xtl.F..F FXY<YtY.<Z.R.RY..FF<.<XRXRXYXXXkSX S.R.2 X.RR T.X <X R:K X.�. IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET_. 35 PEAK HOUR FACTOR ..................... I AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... linden 1a'-.e NAME OF 1HE NOR'THISOUTH STREET ....... lindenmeier NAME OF THE ANALYST .................. mid GATE OF THE ANALYSIS (mm/dd/yy).... .. 3/27/94 TIME PERIOD ANALYZED ................. am 09 xist short to OTHER INFORMATION.... long INTERSECTION TYPE AND CONTROL -------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES ------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 20 0 16 THRU -- 0 584 295 RIGHT -- 16 53 0 NUMBER OF LANES -------------------------------------------------------------------- EB WE, NB SE, ------- ------- ------- ------- LANES -- 1 1 1 CAPACITY AND LEVEL -OF -SERVICE ?ago�-3 --------------------------------------------------------------------- PATEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAP::CIT'Y MOVEMENT v(pcph) (pcph) c (Pcph) c (pcoh) c = c - v U::S p M SH R SH MINOR STREET WB LEFT 22 236 232 > 232 > 210 > C > 308 > 268 >C RIGHT 18 518 518 > 518 - 501 > MAJOR STREET SB LEFT IS 591 591 591 573 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... linden lake NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE AN'_ S..... 3/27/94 ; am pm xist short to OTHER INFORMATION._. long 1935 HCM; LINSIGNAL17ED INTERSECTIONS Pace-i CAPACITY AND LEVEL -OF -SERVICE Page-3 x.r.c.c.cxcrv:.:.... a z r k.c r v: cw*. v1 x+n c 1. a.. «tv::r ca.xv:za. x.s :_.Fcea a: r'ev ra'r. r:v xw vv --------------------------------------------------------------------- IDENTIFYING INFORMATION POTEN- ACTUAL ------------------------------------------------------------------- FLOW- TIAL MOVEMENT SHARE[', RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY AVERAGE RUNNING SPEED. MAJOR STREET MOVEMENT v(pcPh) c (Peph" .: (PCPh) c (ocoh) c = c - v LOS P M SH R SH PEAK HOUR FACTOR ..................... 1 ------------------------ ------------ ------------ --- AREA F'OF'ULATION...................... 100000 MINOR STREET NAME OF THE EAST/WEST STREET --------- linden lake WB LEFT 58 244 242 > 242 > 183 > D 281 > 208 >C NAME OF THE NORTH/SOU1H STREEI....... lindenmeie.- RIGHT 14 832 832 > 832 > 817 > NAME OF THE ANALYST .................. mid MAJOR STREET DATE OF THE ANALYSIS (mm/dd/yy)...... 3/27/94 SB LEFT 14 940 940 940 926 A TIME PERIOD ANALYZED .... ........... am Pm exist short to i OTHER INFORMATION... long IDENTiF1'ING INFORMATION INTERSECTION TYPE AND CONTROL -------------------------------------------------------------------- --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... linden lake INTERSECTION TYPE: T-INTERSECTION NAME OF THE NORTH/SOUTH STREET.... DATE AND TIME OF THE AN' "-IS..... lindenmeier- 3/27/94 ; am at exist short to OTHER INFORMATION... long MAJOR STREET DIRECTION: NORTH/SOUTH ' CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES EE WB NB SB --- ---- ---- LEFT -- 53 0 is THRU -- 0 216 667 RIGHT -- 13 11 0 NUMBER OF LANES --------------------------------------------------------------------- EE WB NE SE ------- ------- ------- ------- LANES -- 1 1 1 APPENDIX C 1985 HCM: UNSIGNALIZED INTERSECTIONS Paae-1 xtv 1:1: xtx xtx.11l1 tt txsr.txxl:».x»:» xx.+: 1. tx l.t 1,xxxr. IDENTIFYING INFORMATION --------------------------------------------------------------------- AVER.AGE RIINNING SPEED. MAJOR ST REE... .� PEAT; HOUR FACTOR ..................... 1 AREA POPULATIOK...................... 100000 NAME OF THE EAST/WEST STREET......... lindenmeier estates NAME OF THE NORTH/SOUTH STREET....... lindenmeier NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. a pm hort long OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL ------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- --- LEFT 1 -- 6 0 THRU 0 -- 378 185 RIGHT 4 -- 0 3 NUMBER OF LANES --------------- ES WB NS SB --------------------- ----- LANES 1 -- 1 1 CAPACITY AND LEVEL -OF -SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TI A.L MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c locph) c (perh) c (oc pi c - c - v L0, p M Sr. R SH ------------------------------------------------ --- MINOR STREET ED LEFT 1 411 410 RIGHT 4 866 866 MAJOR STREET NB LEFT 7 970 970 IDENTIFYING INFORMATION > 410 > 409 > A > 706 703 >A > 866 > 862 > 970 963 A NAME OF THE EAST/WEST STREET...... lindenmeier estates NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS...._ 3/27/94 ; am pm short long OTHER INFORMATION.... 1935 HCM: UNSIGNALIZEO INTERSECTIONS F•a oe-1 IDENTIFYING iNFORMAT ION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREEi.. PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... lindenmeier estates NAME OF THE NORTH/SOUTH STREET....... lindenmeier NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mar,/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. 0 pm short long OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL ------------------------------------------------------- --------- INTERSECTION TYPE: T=INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WE, NS SB ---- ---- ---- ---- LEFT 2 -- 1 0 THRU 0 -- 135 434 RIGHT 5 -- 0 1 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 -- 1 1 CAPACITY AND LEVEL -OF -SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE I:ATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcphj c (Pcph) Ip^-pfi) c = c- v LOS p M `SH R SH ------------- -------- ----------- ---------- -- MINOF< STREET GE LEFT all 411 > 411 409 554 546 >A RIGHT 6 643 643 > 643 > 638 > MAJOR .STREET NB LEFT 1 748 748 748 747 A IDENTIFYING INFORMATION ----------------------------------------------------------- NAME OF THE EAST/WEST STREET...... lindenmeier estates NAME OF THE NORTH/SOUTH STREET.... lindenmeier- DATE AND TIME OF THE ANALYSIS..... 3/17/94 ;Iem pm short. long OTHER INFORMATION.... 1985 HCM: UNSIGNALIZED INTERSECTIONS Pane-1 IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOi; STREET.. 35 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... forest hills NAME OF THE NORTH/SOUTH STREET....... 1'indenmeier NAME OF THE ANALYST .................. m,jd DATE OF THE ANALYSIS (mm/dd/yy)_----- 3/27/94 TIME PERIOD ANALYZED ................. am "m xist QE, OTHER INFORMATION.... long INTERSECTION TYPE AND CONTROL ---- -- --------------------------- ------- -------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: _TOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB --- ---- ---- ---- LEFT -- 2 0 3 THRU -- 0 382 186 RIGHT -- 2 5 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB Sc. ------ ------- ------- ------- LANES -- 1 1 1 CAPACITY AND LEVEL -OF -SERVICE Pace-5 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TI AL MOVEMENT SHARED RESERVE FATE: CAPACITY CAPACii C.AF'ACITY CAPACITY MOVEMENT v(ocoh) C (F'Cph, c (pcohl c (ocoh) _ _ < - v LOS p M SH R _+H ------------------------------------------------ --- MINOR STREET WB LEFT _ 409 408 > 408 > 406 ) A 511 507 >A RIGHT 2 682 682 > 682 - 680 > MAJOR STREET SS LEFT 3 788 788 788 785 A IDENTIFYING INFORMATION -------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... forest hills NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS.-_ -1/27,194 ; an pm xist short o OTHER INFORMATION.... long 1985 HCM: UNSIGNALIZED iNTERSECTIONS Pape-i IDENTIFYING iNFORMATION ------------------------- ------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. `. PEAK HOUR FACTOR ..................... 1 AREA. POPUL-TION...................... 100000 NAME OF THE EAST/WEST STREET...... — forest hills NAME OF THE NORTH/SOUTH STREET......, lindenmrier NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................ (3 Pm exist short o OTHER INFORMATION.... long INTERSECTION TYPE AND CONTROL ------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------- EB WE NE Sp, ---- ---- ---- ---- LEFT -- 12 0 1 THRU -- 0 130 438 RIGHT -- 6 5 0 NUMBER OF LANES --------------------------------------- --------------------------- EB WB NB SB LANES CAPACITY" AND LEVEL -OF -SERVICE Paoe-3 --------------------------------------------------------------------- POT EN- ACTUAL. FLOW- TI AL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT V(PCPN) c (Pcoh) c (pePh) c (Pcphi c = . - v LOS P W. SH R SH ------------------------------------------------ --- MINOR STREET WE LEFT 13 411 411 > 411 - 397 > k 504 484 RIGHT' S22 922 > 922 > 915 > MAJOR STREET 5B LEFT 1 987 98, 987 986 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... forest hills NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 am Pm exist short to OTHER INFORMATION.... long 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENT'iFYING INFORMATION AVERAGE RUNNIr,6 SPEED, MAJO-, STREET.. 35 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAE,T/WEST STREET--------- linden lake NAME OF THE NORTH/SOUTH STREET....... lind enmeier NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... "-./27/94 TIME PERIOD ANALYZED ................. am6 exist short l> OTHER INFORMATION.... long INTERSECTION TYPE AND CONTROL ------------------------------------------------------ INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES E8 WB NB Sp, ---- ---- ---- ---- LEFT -- 16 0 14 THRII -- 0 331 170 RIGHT -- 14 48 0 NUMBER OF LANES EB WE, NB SB ---------------------------- LANES -- i 1 1 CAPACITY AND --------------------------------------------------------------------- LEVEL -OF -SERVICE Page-3 POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAF'ACIT'/ CAPACITY CAPACITY CAPACITY MOVEMENT v(Pcnhi c 1pcph) c (pcph) c (pcph) ._ -- C - v LO'S ------- p -------- M --------------------- SH R SH ------------ --- MINOF: STREET WS LEFT 20 432 427 - 427 > 407 > A. 517 482 >A RIGHT 15 709 709 > 709 693 MAJOR STREET SB LEFT 15 796 796 796 780 A IDENTIFYING INFORMATION ----------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... linden lake NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 ; am pm exist short o OTHER INFORMATION.... long 1035 HCM: UNSICNALIZED INTERSECTIONS Pane -I Y;Xt:XA"Y.XX.'K K1X%XFF I.<'KYY.F>XY:FX I. Y. ):za: W.1XY:;K Y. )-tR%.X 1'.F.F Y;Y .i, [.FXZ4'F K)=Y: Y:FI'Y'FY IDENTIFYING INFORMATION -- ------------------------------------------ --- ------------ AVERAGE RUNNINi: SVEEU, MAJOR STREEI.. ;5 PEAK HOIJR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... linden lake NAME OF THE NORTH/SOUTH STREET....... iindenmeier NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. Spm exist hor+ 10 OTHER.' INFORMATION.... lung INTERSECTION TYPE AND CONTROL -------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- ES WS NB SB ---- ---- ---- ---- LEFT -- 49 0 12 THRU -- 0 127 386 RIGHT -- 11 10 0 NUMBER OF LANES --------------------------------------------------------------------- EE WB NB SE. ------- ------ ------- ------ LANES -- 1 1 1 CAPACITY AND LEVEL -OF -SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- IIAL MOVEMENT SHARED RESERVE RATE CAPACITY CA.PA.CIT1' CAPACITY-PACITY MDVEMEtT V(PCPf.1 (PCPPi) ;Pcphi 1pcph) LOS P M H R SH ------------------------------------ ------------ --- MINOR STREET WB LEFT 54 438 435 1435 381 > B > 481 > 415 >A RIGHT 12 922 922 - 922 910 > MAJOR. STREET SB LEFT 13 987 987 987 974 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... linden lake NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE A.NALYSIS..... 3/27/94 am Pm exis short to OTHER INFORMATION.... long APPENDIX B 1935 HCM: UNSICNALIZED INTERSECTIONS Page-1 iDENTIFYj NC iNr ORMAT IIIN --------------------------------------------------------------------- AVFi;A_-. RUNNING SPEED, MAJOi: STRE:7-. PEAK HOUR FACTOR ..................... 1 AREA POPULATION......... 100000 NAME OF THE EAST/WEST STREET......... forest hills NAME OF THE NORTH/SOUTH STREET....... - indenmei e+' NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... �/27/94 TIME PERIOD ANALYZED ................. am om_.ist -hort to OTHER INFORMATION.... long INTERSECTION TYPE AND CONTROL -------------------------------- -------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES EB WB NB SE, ---- ---- ---- ---- LEFT -- 2 0 3 THRU -- 0 376 132 RIGHT -- 2 5 0 NUMBER OF LANES --------------------------------------------------------------------- ES WB NE SE ------ ------- ------- ------- LANES -- 1 1 i u CAPACITY AND LEVEL -OF -SERVICE Paae-:i -------------------------------------------------------- POTEN- ACIUAL ;LOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY APA.CI TY CAPA'v I T` mll)vr MEIJI v(ocohl c (ocoh} c (p•.oh) (ocoh) c. _ - v LJr. a M SH k SH ------------------------------------------------ --- MINOR STREET Wit LEFT 416 415 415 413 A 516 513 RIGHT 2 637 637 i 637 685 i MAJOR STREET SB LEFT 3 794 794 794 791 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... forest hills NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 ; am om xist short to OTHEk INFORMATION.... long 1945 HCM: LINSIGNAL17ED INTERSECTIONS Pace-1 ji�EIJTi!'YIN�- INFi!Rh1AiIC!N --------------------------------------------------------------------- AVERAGE RUNNING STEED, MAJOR STREEI,_. PEAK HOUR FACTOR ..................... AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... forest hills NAME Or THE NORTH/SOUTH STREET....... linoenmeie, NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mrn/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. am om Eit short to OTHER INFORMATION.... long INTERSECTION TYPE AND CONTROL ----------------------- ------ ---------------------_-------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- ER WE; NB SB ---- ---- ---- ---- LEFT -- 12 0 1 1HRU -- 0 129 433 RIGHT -- 6 5 0 NUMBER OF LANES --------------------------------------------------------------------- EE WB NB SE, ------- ------------- ------- LANES -- 1 1 1 CAPACITY AND --------------------------------------------------------------------- LEVEL -OF -SERVICE Paye-3 POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERV._ SATE CAPACITY CAPAC j TY CAPACITY CAPAC I Ti h10VEI�FNT V(pcpn) � (PCpn) ` (pooh) (Pooh) C = < P -------------- h1 -------- ----------- _`+H R SH ---------- --- MINOR STREET WB LEFT 13 415 sty - 414 3.401 A R 16HT 7 923 923 > 923 > 016 MAJOR STREET SB LEFT 1 988 988 988 987 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... forest hills NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 ; am pm exist short to OTHER INFORMATION..._ long i935 HIM: UNSIGNALIZED INTERSECTIONS rage-1 4FI:X♦Y,A:.CYI:.YtY[Y.[:♦Yt Y. [:.Y'[Y. Y.44.Y Y.Y Y.Y t.Y 4Y1: 1.'I:Yf Y.Y t'[Y[Y:YR al. Y:.[.A[4 Y.[..t:t Y[.:a Y. , iDENTIFYING INFORMATION ------------------------- -------------------------------------------- AVFRAC-E RUNNING SPEED, MAJOR STREET.. JET PEAK HOUR FACTOR ..................... ARE„ POPULATION ...................... 100001, NAME OF THE. EAST/WEST STREET......... linden lake NAME OF 1HE NORTH/SOUTH STREET ....... lindenmeier- NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/YY)...... 3/27/94 TIME PERIOD ANALYZED ................. am Rm exist short to OTHER INFORMATION.... long INTERSECTION TYPE AND CONTROL . -------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NE SE; ---- ---- ---- ---- LEFT -- 18 0 14 THRU -- 0 330 167 RIGHT -- 14 48 0 NUMBER OF LANES --------------------------------------------------------------------- ES WB NB SE, ------ ------- ------- ------- LANES -- 1 1 1 CAPACITY AND --------------------------------------------------------------------- LEVEL -OF -SERVICE Paue-3 POTEN- A%TUA.L F L 1.IW- I AL MUVEMEt!? SHARED RE SE R.VE RATE. CA.:ACi TI' „APAC IT CAPACITY CAP AC MOVEMENT h vrpcvi c Cpcohi - (r�Ph? (caPh) ------- o -------- M --------------------- SH R SH ------------ --- MTNOii STREET WE, LEFT 2Ci 435 430 430 -10 RIGHT 15 709 709 709 694 > A MAJOR STREET SB LEFT 15 797 797 797 781 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... linden lake NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 ; am Pm xis' short to OTHER INFORMATION..-. long I3a5 1,CM: UNSIGNALIZED INTERSECTIONS Page-i 2 ♦.. . a. a. a.21.Y..k a.2 a: Ka'2a. ). �l.-w:22:A aW Aa:a.R1..f.K2 R2i22V'}1.Sa.a.i2KKa l2.A l: V. a. Y:I K]. 2.?t1, 2.t1 1DENTIFYINC JNF(I,'MATION — --- ------------------------------ ------------------------------ AVFRAC_. R�_iNNINC :-.PEED,Tr?EET.- PEAK, HOUR FACTOR ..................... 1 AREA POPUL �T ION ...................... 100000 NAME OF THE EAST/WEST STREET ......... linden -iakr NAME OF THE NORTH/SOUTH STREET. ..... lindenmeier NAME OF THE ANALYST .................. mjd DATE OP THE ANALYSIS (mm/dd/yy)...... 3/27/94 TIME PERIOD ANALYZED ................. am pm exist short to OTHER INFORMATION.... ions INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES ------------------------------------------------------------------ EB WB NE SB ---- ---- ---- ---- LEFT -- 49 0 12 THRU -- 0 125 385 RIGHT -- 11 10 0 NUMBER OF LANES ------------------------------------------ --- - - --- --- - -------- EB WE, NB SB ------- ------- ------- ------- LANES -- I 1 1 CAPACITY AND LEVEL -OF -SERVICE _- — ----------------------------- Pap:-3 ---------- PnTEN- ACTUAL FLOW- T"AL MOVEMEki $BARED k(E SER VE PATE CAPACITY ACiTY OnE'ACITY CAPACIT`i i4 L;V E r j E NT (_PCph1 C (DCPh) _ (DCpn1 iDODh1 _ _ - - L0! ------- -------- ri --------- ------------ SH I SH --- ------ --- rSINOR STREET WO LEFT 54 440 4�7 437 > 30 6 4a; a 41- ... RIGHT 12 924 924 ^24 , 912 > A MAJOR STREET SB LEFT 13 987 987 987 974 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... linden lake NAME OF THE NORTH/SOUTH STREET.... lindenmeier DATE AND TIME OF THE ANALYSIS..... 3/27/94 ; am pm xist short to OTHER INFORMATION.... long APPENDIX A in N M 13/16 53/20 LINDEN LAKE �hI LINDENMEIER 1 2/1 5/4-4 u N N n r'7 t) \ �- 6/2 /r-12/2 FOREST HILLS AM/PM LONG RANGE PEAK HOUR TRAFFIC Figure 5 Table 3 Existing Plus Site Traffic Peak Hour Operation Level of Service Intersection AM PM Lindenmeier/Linden Lake (stop sign) WB LT/RT A A SB LT A A Lindenmeier/Forest Hills (stop sign) WB LT/RT A A SB LT A A Lindenmeier/Lindenmeier Estates Access (stop sign) EB LT/RT A A NB LT A A Table 4 Long Range Peak Hour Operation Level of Service Intersection AM PM Lindenmeier/Linden Lake (stop sign) WB LT/RT C C SB LT A A Lindenmeier/Forest Hills (stop sign) WB LT/RT C B SB LT A A Lindenmeier/Lindenmeier Estates Access (stop sign) EB LT/RT B A NB LT A A M N it/14 49/1 S LINDEN LAKE Lo 00 M � \�II LINDENMEIER 1 ESTATES f 5/4 --� co \ M Ln CD cc 6/2 r- W2 FOREST HILLS N 0 \ \ M O M AM/PM EXISTING SITE PLUS PEAK HOUR TRAFFIC Figure 4 ' I DST GH - EA -TON � 8 / 9 7 Exlsting `� ' �/ - House ( 1 10 I � I I I I 5 � , ` 12 � 4 ` DETENTION POND 2 I 1 — — — — — —\ -- --T--� � I I � I i N NO SCALE GI 2. SITE PLAN Figure 3 Table 1 1994 Peak Hour Operation Level of Service Intersection AM PM Lindenmeier/Linden Lake (stop sign) WB LT/RT A A SB LT A A Lindenmeier/Forest Hills (stop sign) WB LT/RT A A SB LT A A Table 2 Trip Generation Daily A.M. Peak P.M. Peak Land Use Trips Trips Trips Trips Trips in out in out 13 Single Family Dwelling 125 2 7 9 5 Units Lo nN �11/14 l_ 49/18 o� M O Lo CV m C Q 0 ' a �. c w_ `° w m J W co z EJ co co v N 00 \ �-- 6/2 /�--12/2 toto CV LINDEN LAKE FOREST HILLS AM / PM N 1994 PEAK HOUR TRAFFIC Figure 2 oil Well' i 5065 it ..y... ., Golf Course 54, iii (il(I11117g5 31 n1 S3 I t. , 2 Z•" 1 9`� '• it IF _ Lindenmeier Estates 95 1 4995 1522 f� u 1: 1 1 ' III n i h L__ mlSubsta 1,-' <•e o r I P S !11 it 11 r, Z 0c, , 1In T-_"—' ••� Re in T-i Yards LORAD 1 North CO. ••(;lack 11gw it 11 II .II. II II H ) I I Junction, l • • ' "'�„ IIIIHIIIIIIn�I! �1 �sTI Y it01. 1. y u Il IIl I�r III I J:I ILI II �yI, _I Downtown I '8 „ sinn1n.dI FprtCllinsJ COLORADO [.--]I 11 .11 I[ If OWl' II �Ganpark Gravel Pit II II 1L.lt If 11 14.11 TII1( 71 'I /, s �� I I. 11 I .••,[tl Roselalwn 3� t�l ,ll-ll:al__,,II��++11 IL:.II tIF II _ll. It 11 of w sal 1•1-ow ht 111 _ r� ��j ... f ll �Ylllll 111. 11�-.fY` iljlh4il`I1. 1111111 J1 ^ N" 4 9] 1 �/ 16l1 y I RM4954 I II"L. �C ��e t r •H �•I �V 150 •Eii(13in, IIl[ 1[]I II ]rJ� II �- �. IIII 1 '1 Iw"11 It 11. II 18 I NIVI� If_]I 1C]L 11�I _ l� „�r 17 NI7IR IIF IH I ll lC 81.11 II Hosp +7 " _ SIC �� Gravel Pit ��Ih�(I 1�[I �C I� Il I)i ll II'-71 lu i[NIII� III 11,1 ;) II III ll 1�..,._ll _-- --- _.. _ ..-. (Radio -' 7yI �l IJ= \ �I `I• TO u \\ ° I I�1r lea 2:1n it _ II UII]Ilf �t 7 - = I I � �71 ��.� � � .. ��\\ it ,; _ �•,� lAakea _ �i Ili I') �' 1 __ �J'IIi• - ri e i I it i l I r I I I- I II } ?ABM 4874 1 _ 1486 4 Ill — I f j 1 9101 ' iq 1 •�' �Czu �,1�1��1_— ti Do . _ f�lf f . _ 1. C ? .��. ..•..._ _-- 9 Ill \ \• 1 ( ' �V li ♦=" NO SCALE SITE LOCATION Figure 1 intersections will operate acceptably. Calculation forms are provided in Appendix B. Based upon these traffic volumes, the existing two lane cross section of Lindenmeier Road will accommodate the traffic efficiently and safely. Figure 5 shows the long range future peak hour traffic at the key intersections. Background traffic was increased 1.67 times the existing traffic following conversations with Eric Bracke, Fort Collins Transportation Planner. It is expected that this segment of Lindenmeier Road will carry 10,000 vehicles per day. This is roughly the equivalent to an annual rate of increase of 2.5%. Table 4 shows the peak hour operation at the key intersections. All of the key intersections will operate acceptably. Calculation forms are provided in Appendix C. It is recommended that the cross section consist of one travel lane in each direction, a center turn lane that can be striped for left turns at appropriate public street intersections, and bike lanes on each side of the street. This cross section can fit into a curb to curb width of 50 feet. Parking should be prohibited along Lindenmeier Road. There is adequate separation between the access to Lindenmeier Estates and Forest Hills Drive to accommodate the left -turning traffic at each street. It is concluded that Lindenmeier Estates will not add significant traffic to Lindenmeier Road, and operation at the key intersections will be acceptable. The existing cross section of Lindenmeier Road is adequate for the short range traffic projections. The ultimate cross section of Lindenmeier Road should consist of three lanes plus bike lanes with no parking. co Ln MEMORANDUM 0 co o 1 To: Ed Zdenek, ZTI Group Cz r Rick Ensdorff, Fort Collins Transportation Division 10 Fort Collins Planning Department O �9 u ' o M From: Matt Delich 0 z g Date: March 29, 1994 w Subject: Lindenmeier Estates traffic study w (File: 9429MEM1) D z w a Lindenmeier Estates is a 12 lot subdivision plus an a existing house, located on the west side of Lindenmeier Road z (same as Lemay Avenue) approximately one mile north of Vine Drive. The site location is shown in Figure 1. This traffic m M study addresses the operation and geometrics related to this residential development. Lindenmeier Road, north of Willox Lane, is a north -south street designated as a collector on the Fort Collins Master Street Plan. It has a two lane cross section with 6-8 foot shoulders. The posted speed is 35 mph. The 1991 daily traffic was counted at 6000 vehicles. Given the land uses in the area, most traffic is probably home -based trips. Peak hour traffic was counted at nearby intersections in March 1994 and is shown in Figure 2. These intersections operate acceptably as indicated in Table 1. Acceptable operation is defined as level of service D or better. Calculation forms are provided in Appendix A. Lindenmeier Estates is a 12 lot plus one existing w dwelling unit development on two cul-de-sac streets with a 0 single access to Lindenmeier Road. The site plan is shown in z Figure 3. The proposed access is approximately 625 feet south W J of Linden Lake Road and 325 feet north of Forest Hills Drive. a > The trip generation for Lindenmeier Estates is shown in = o Table 2. TripGeneration, 5th Edition, ITE was used as a 2 reference for Table 2. J W o a cc The trip distribution for the Lindenmeier Estates traffic Z was determined from the existing distribution at the Linden -� Lake Road intersection. The trip distribution was 70% to/from the south and 30% to/from the north. This trip distribution 3 will likely continue well into the future, since most W LL attractions for home -based trips will be to the south. = a H¢ Figure 4 shows the existing, plus site generated peak Q hour traffic at the key intersections. Table 3 shows the peak hour operation at the key intersections. All of the key