hRT-adj -0.1 -0.6 hHV-adj L.7 I.1 I.7 hadj, computed 0.1 ......Ana'l rrqi q Voar. ALI,-IdAY STOP...

hRT-adjhHV-adj

hadj , computed

-0. '7L.7

0.1 -0 .1

-0.1I .1

0. t_ -0 .7

WestboundL1 L2

180 L2?q ?'1

0.31 0.026 .23 5. 37430 262L1..12 8.16BA

LI .49B

Intersect ion

-0.0

NorthboundL1 L2

2633 .20 3.20v.z5

0.392.0

3.3

of Service

-0.6I .7

-0.6r.7

-0.0

Worksheet 4 - Departure Headway and Service Time

EastboundL1 L2

Flow rate 176 18hd, ln i t ia l value 3.20 3.20xt in i t ia l 0.16 0.02hd, f inal value 6.18 5.37x, f inal value 0.30 0.03Move-up t ime, m 2.3Service Time 3.9 3.1

WestboundL1 L2

180 1,23.20 3.20u.fb u.uto.z3 5.J/0.31 0.02

2.3J.v J. I

Worksheet 5 - Capacity and Level_

SouthboundL1 L2

1843.20 3.200.161 4<

0.282.0

3.4

Fl-ow RateService TimeUti l izat ion, xDep. headway, hd

-^F- ^.1

r . 'vol /ouf Ly

DelayLOSApproach:

DelayLOS

Intersect ion Delav t"L.21

EastboundL1 L2

7'7 6 183. 9 3.10.30 0.036.18 5.37426 26811.54 8.27BA

LL.23B

NorthboundL1 L2

263

0.395.32

11.66B

LT .66B

lIJb IJ

SouthboundL1 L2

1843.40.28R i4?

43410.51B

10.51B

HCS+: Unsignal ized

Chidi OnumonuA]bert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa.97731Phone: 90 9-483-481 6E-Mai l : [email protected]

Int.ersect ions Release 5.2

Fax: 909-98 9-751 6

Analyst :Agency/Co.:Date Performed:

East/West Street:North/South Street:

ALL_V\]AY STOP CONTROL (AWSC) ANAIYSIS

Chidi OnumonuAlbert Wifson & Associates02/08/14

Randaf l AveLocust Avenue

Analysis Time Per iod: pM peak HrIntersect ion: Randal l_ Ave G locust AveJur isdict ion: County of San BernardinoUnits: U. S. CustomaryAnalysis Year: 2017 phase 2 w/o prol TrProject ID: fntersect ion # 10

worksheet 2 - volume Adjustments and si te character ist ics

I EastboundIL T RI

I WestboundIL T R

NorthboundT,TP

SouthboundTM!I_f(

Vo]ume I% Thrus Left

31 IL2 4315 712 11 36 158 24 151 18

Westbound Northbound Southbound

11

EastboundL1 L2

^^^€.1 * , . -^+. . i ^-vvrrr rv ur a Lrurr

PHFFl-ow Rate% Heavy VehNo. LanesOpposing-LanesCnnf l i r : f ino- lanesCanmaf f \7 drnrrn

LT0.791800

R0 .191B0

L1

LT0. 86I ' t 90

L1

I794900.30.00.0

L2

R0.861a

0

L1

LTR0.822640

NorthboundL1 L2

26443290.20.10.0

2

0.2

L2 L1 L2

LTR0.951870

1122

Southbound

2

215

2215

1122

Durat ion, T 0.25 hrs.

Worksheet 3 - Saturat ion Headway Adjustment Worksheet

EastboundL1 L2

Westbound

Fl-ow Rates:Total in Lane 180Left-Turn 39Ri ah1--Trrrn 0

Pr^n T,of i -Trrrns 0.2Pr^n R' i r rhf -TrrrnS 0.0Pron . Hearzv Vehic leO.0

Geometry Group 5Adjustments Exhibi t 17-33:

hlT-adj 0.

1B01B0.01.00.0

5

L2

720I20.01.00.0

5

0.5

2

0.2

L1

18711180.10.10.0

L2

hRT-adjhHV-adj

hadj , computed

Flow ratehd, in i t ia l valuext in i t ia lhd, f inal valuex, f inal- val-ueMatra-rrn l - ima

"1rrvvv uy

Service Time

-0.7t . '7

n 1 _n ?V.+ Vr /

EastboundL1 L2

1BO 183.20 3.200.16 0.026.20 5.380.31 0.03

2.33.9 3.1_

-0.7t .1

n 1 -n1

Westbound11 L2

119 123.20 3.200.16 0.016.24 5.390.31 0.02

2.33.9 3.1

-0.6r.1

-0.0

and Service Time

NorthboundL1 L2

2643.20 3.200.235. 330.39

2.0

of Service

SouthboundLl L2

1873.20 3.200.17

0.282.0

3.5

-0. 6I .7

-0.0

Worksheet 4 - Departure Headway

FIow RateService TimeUti l izat ion, xDep. headway, hdd^*^^i +, ,vol /aua Ly

Delay1,OSApproach:

DeIayLOS

Worksheet 5 -

EastboundL1 L2

l_80 183.9 3.10.31 0.036.20 5.38430 26811 .67 B .23BA

11.35B

Capacity and Level-

WestboundL1 L2

779 L23.9 3.10.31 0.426.24 5.39429 2627L. '72 8.19BA

11.50B

Intersect ion

Northbound SouthboundL1 -r ') L1 L2

2643.30.395.33514

IL.72B

IL.12B

LOS B

187

0.28

437l_0. s9B

10.59B

Intersect ion Delav 11.33

HCS+: Unsignal ized fntersect ions Rel-ease 5.2

Chidi OnumonuAfbert Wi lson & Associ-ates1,0981 Deer Canyon DriveRancho CucamongaCa.9I131Phone: 90 9-483-481 6E-Mai l : onumonucGaol- .com

Ana I r rqf .

Agency/uo.:Date Performed: 04/I0/14Anal-vsis Time Per iod: PM Peak HrIntersect ion:Jur isdict ion:Unrts: U. S. CustomaryAna' l r rq i q Voar.

ALI,-IdAY STOP CONTROL (AWSC) ANALYSIS

Chi-di OnumonuAlbert Wi l -son & Associates

Fax: 909-989-1576

Northbound I Southbound IL T R IL T R I

Project ID: Intersect ion # 10East/West Street: Randal f AveNorth/South Street: Locust Avenue

Randal] Ave G locust AveCorrntv of San Bernardino

2011 Phase 2 w Prol Tr

WestboundLTR

Worksheet 2 - Volume Ad"justments and Si te Character ist ics

EastboundLTR

Volume I 31 I I2 15 44 118 11 41 166 28 | 11 15s 18 |% Thrus Left Lane

Eastbound Westbound Northbound SouthboundL1 L2 L1 L2 L1 L2 L1 L2

Conf igurat ion LT R LT R LTR LTRPHF 0.19 0.19 0.86 0.86 0.82 0.95Fl-ow Rate 180 18 188 12 293 I92SHeavyVeh 0 0 0 0 0 0No.Lanes 2 2 1 1Opposing-Lanes2211Conf l - ic t ing- lanes1122Geometrygroup 5 5 2 2Durat ion, I 0.25 hrs.



Fl-ow Rates:Total- in Lane 180 18 188 72 293Left-Turn 39 0 51 0 51Right-Turn 0 18 0 L2 34

Prnn T.of f -TrrrnS 0.2 0.0 0.3 0.0 0 .2Prop. Rig 'ht-Turns 0.0 1 .0 0.0 1.0 0.1Prop. Heavv Vehic le0.0 0.0 0.0 0.0 0.0Geometry Group 5Adiustments Exhibi t 17-33:

q

n5

2

0.2

79211180.10.10.0

2

0.2hLT-adj nq

hRT-adjhHV-adj

hadj , computed

Flow ratehd, ini t ia l- valuex, in i- t ia l-r lut ! I t laf vatuE

xt f inal- valueMove-up t ime, mService Time

-0.7L. t

n lna

-0.717

0.1 -0.1

A'-u. oL.7

-0.0

and Service Time

NorthboundLl L2

2933.20 3.200.26tr, /'l 1J.: I

0 .442.0

3.4

of Service

-0.6L.7

-0.0


Eastbound V[estboundL1 L2

1BB 123.20 3.200 .L1 0.01

0.33 0.02)" '

4.r 3.2

L1 L2180 1_B3.20 3.200.16 0.026.3s 5.530.32 0.03

/<

4.1, 3.2

EastboundL1 L2

1BO 184.1, 3.20 .32 0.036.3s 5. s3430 26811.99 8.39BA

11.66B

SouthboundL1 L2

r923.24 3.200.175. 570.30

) iL.V

3.6

Worksheet 5 - Capacity and Level

Flow RateService TimeUti l izat ion, xDep. headway, hd^^*-^- i

+. ,va}/aur Ly

DelayLOSApproach:

Delay!UD

Intersect ion Del-ay 11-. BB

WestboundI,1 L2

1BB 124.r 3.20.33 0.026.31 5.52438 262t2.22 B .33BA

11.99B

Intersect ion

NorthboundL1 L2

2933.40 .44q. /1

543

B

L2.59B

LOS B

SouthboundL1 L2

r923.60.305.5744210.91B

10.91B

chidiAlbert10987RanchoCa 01

Phone:E-Mai l

HCS+: Unsigrnal ized

OnumonuWilson & Associ-ates

Deer Canyon DriveCucamonga

'7 ".-t

909-483-4876: onumonucGaol. com

Intersect ions Release 5.2

Fax: 909-98 9-L51 6

Analyst :Agency/Co.:Date Performed:Analysis Time per iod: pM peak Hr

ALL-WAY STOP CONTROL (AV{SC) ANALYSIS

Chidi OnumonuAlbert Wi l -son & Associates6/2e/2010

fntersect ion:Jur isdict ion:Uni ts: U. S. CustomaryAnalysis year:

Randalf Ave GCounty of San

2035 General

Randa]f AveLocust Avenue

locust AveBernardino

Plan w/o pro TrProject fD: fntersect ion # 10East/West St.reet:North/South Street:

Worksheet 2 - Volume Adjustmenrs and Si te Character ist ics

EastboundTm! .t _f(

WestboundLTR

NorthboundLTR

SouthboundLTR

Vol-umeB Thrus

31 135Lane

1B 27 134 13 19 155 72 13 164 22

Conf igrurat ionPHFFl-ow Rate% Heavy VehNo. LanesOpposing-LanesConf l ic t j_ng- lanesGeometry groupDurat ion, T 0.25

L1

LTn qq

1800

L1

LT0.951630

L2

t(

o qc

130

East.bound Westbound NorthboundT1 T^!J JJZ

LTR0. 9s1950

SouthboundT1 Ta! l JJZ

LTRo qq

2080

11.)

2

L2

R0. 951B0

2aL

I5

hrs.

3 - Saturat ion

EastboundL2

1B01B0.01.00.0

:)

aZ

21q

Headway

Westbound

Worksheet

L1

Fl-ow Rates:Total in Lane 180Left-Turn 3BRight-Turn 0

Prop. Left-Turns 0.2Prop. Right-Turns 0.0Prop. Heavy Vehic le0.0Geometry Group 5Adjustments Exhibi t 17-33:

hlT-adj 0.

L1

1632200.10.00.0

L2

130130-01.00.0

q

nq

1122

Adjustment Worksheet

Northboundf 1 To!I LZ

195LV

I20-10.10.0

z

0.2

SouthboundL1

20813230.10.10.0

L2

Z

o)

hRT-adjhHV-adj

hadj, computed

Flow ratehd, init ial valuex, init ial-hd, f inal valuex, f inal valueMove-up time, mService Time

-o.77.7

0.1 -0 .7

EastboundL1 L2

180 183.20 3.200. l_6 0.025.98 5.170.30 0.03

2.33.7 2.9

EastboundL1 L2

1.80 183.7 2.90.30 0.035. 98 5 -L7430 26811,.22 8.00BA

10.93B

-n '7

1.70.1_ -0.7

WestboundL1 L2

1_ 63 133.20 3.200.14 0.01_s.98 5.204.27 0.02

2.33.7 2.9

WestboundL1 L2

L63 133.7 2.90.27 0.025. 98 5.204l-3 26310.88 8.00BA

10. 67B

Intersecti-on

-0. 6L.7

-0.0

and Service Time

NorthboundL1 IJZ

1953.20 3.200. t_75.284.29

2.03.3

of Service

SouthboundL1 1,2

2083.20 3.200. l -85.220.30

2.03.2

-0. 61-.7

-0. 1



Flow RateService TimeUti l izat ion, xDep. headway, hdCapacityDelayLOSApproach:

DelayLOS

Intersect ion Delay 10.61

NorthboundL1 L2

1-953.30.295.2844510.38B

10.38B

LOS B

SouthboundL1 L2

2083.20.305.224581,0 .46B

L0 .46B

HCS+: Unsignal ized

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa.97131Phone: 90 9-483-481 6E-Mai l : onumonucGaol.com

Intersect ions Rel_ease 5.2

Fax: 909-98 9-751 6

Northbound I SouthboundL T R IL T R

I

Analyst :Agency/Co.:Date Performed:Analysis Time Per iod: PM Peak HrIntersect ion:Jur isdict ion:Unl ts: U. S. CustomaryAnalrzqiq Vorr .

ALL-WAY STOP CONTROL (AWSC) ANALYSIS

Chidi OnumonuAlbert Wi lson & Associates04/r0/14

Project ID: fntersect ion # 10East/West Street:North/South Street:

Worksheet 2

EastboundLTR

Randal l Ave G l-ocust AveCounty of San Bernardino

2035 General Plan w Pro Tr

WestboundLTR

Randal- l AveLocust AvenueVolume Adjustments and Si te Character ist ics

Vol-ume% Thrus

4 | | f \

!o11E

Eastbound

134 13

L1

LT0.9520r0

1B 51 41 797 30 | 13 r82 22

Westbound Northbound

-^-€. i * , ,*r+. i an

vvrrr !y u! q L rv l r

PHFFl-ow Rate? Heavy VehNo. LanesOpposing-LanesConf l i c f i no- l anes

Geometry group

2215

2215

1122

Durat ion, T 0.25 hrs.


Left

Flow Rates:Total- in LaneLeft-TurnRight-Turn

EastboundL1 L2

WestboundL1 L2

L1

LT0.9s1800

L2

R0. 9s1B0

T.

t(

0.9s130

L1

LTRn qq

2BI0

L2

NorthboundL1 L2

28749310.20.10.0

L

0.2

SouthboundL1 L2

LTR0.9s2210

1122

Prnn T.of f -Trrrn.g 0.2L !vt / .

Prnn Ri rrhJ--Trrrns 0.0L !vy.

Pron HFa\/ \ / VehiCle0.0

Geometry GroupAdjustments Exhibi t 71-33.

1803B0

1801B0.01.00.0

5

2076000.30.00.0

130130.01.00.0

tr

0.5

SouthboundLl L2

22113230.10.10.0

2

0.2hLT-adj nq

hRT-adjhHV-adj

hadj, computed

Flow ratehd, in i t ia l valuex, in i t ia lhd, f inal val-uex, f inal vaLueMove-up t ime, mService Time

-0.17.1

0.1 -0 .7

-0.7I .1

0.1 -0 .7

-0.6I .1

and Service Time

NorthboundLl L2

28I3.20 3.200.25s.550.43

2.03.5

of Service

-0.6r .7

-0.0

Worksheet 4 - Departure Headwav

Eastbound],1 L2

180 l -B3.20 3.200.16 0.026.49 5.66n?)nn?

/<

4.2 3.4

WestboundL]- L2

20L 133.20 3.200.18 0.016. s0 5. 630.36 0.02

2.34 .2 3.3

WestboundL1 L2

201, 134.2 3.30.36 0.026.50 5.63451 26372.84 8.45l1 A

1.2 .58B

Intersect ion

SouthboundL1 L2

22'73.20 3.2A0.205. 630.3s

a6z.v

3.6

Worksheet 5 - Capacitv and Level

EastboundL1 L2

Northbound SouthboundL1 L2 ],1 L2

F]ow RateService TimeUti l izat ion, xDep. headway, hdCapaci tyDelayLOSApproach:

DeIayLOS

Intersect ion Delav L2.26

1804.20.326 .4943012.21B

1_B3.40.03s.662688.53nn

2BI?q

0.435.5553112. '72B

L2.12IJ

LOS B

2273.6

s.6347711.69B

11.69B

11B

Version 2.0.9

San Bernardino Ave @ Alder Avenue

WEBSTERWEbster Based Signal Timing Evaluation Routine

For Capacity and Level of Service Analysis Using HCM 2000 Control Delay

Existing Traffic with Existing Lane Geometrics

Albert Wilson & Associate

06-29-2010

PM Peak Hour

Duration of Peak Period (min)

Lost Time (sec)

Min. Time (LeftTums, sec)

Min/Ped Time (Thru Lanes, sec)

Sat Flow (1 Left lane, vphg)

Sat Flow (2 Left lanes, vphg)

Sat Flow (1 Thru lane, vphg)

Sat Flow (1 Right lane, vphg)

15

10

20

1800

JCUU

1900

1 800

Pk. Hr. Vol. (vph)

Saturation Flo^r (vph)

X or VIC

Effective green (sec)

Split Time (sec)

Min. Time or Ped. Time (sec)

Delay - 15 min pk (sedveh)

Level of Service (LOS)

Average'Q' (veh/ln)

Design 'O - fuln

Do Vehicles Clear?

6t

1700

0.23

I

10

10

26

1

40

VFS

10n

3600

0.21

18

20

zv

'16

B

1

40

YES

40

Shrd

671700

0.308t0

l0

27c1

40

YES

3283600

0,34t8

2020

17B

2

60YES

2?

Shrd

421 700

0.19R

1010

25

C+1

40

YES

261 , 48

3600 Shrd

0,29 ,

t8

20

20l7

B-

2"

60YES

5{ 221

1700 3600q,23 I O.ZO

8 I 18

10 ', 20

l0 t, 20

26 17

ciB1 z

40i60

ves , ves

u

'1" Whole lntersectlonWeighted Avg Delay (sec) = 18

Level of Service - LOS = B

Crltical frlovements

Weighted Avg Detay (sec) = 18Level of Service - LOS = B

Interseclion Capacity Utilization - ICU = 0.30

Required Cycle Length b 60 sec

Min./Ped. Times Satlsfied

Filename: SanbernardinoAlder.dat, Scenario 1 San Bernardino Ave @ Alder Avenue, PM Peak Hour

Version 2.0.9




Phase 12015 Project Opening Day Conditions w/o Proj Tra.


07-09-2013

PM Peak Hour

Movernent Times

Movement 1: 1 0 secs

Movement2: 20 secsMovement3: l0secsMovement4: 20 secsMovement 5: 0 secs

Movemento: 0 secs

Eastbound

a l i -R-X


'L* -r R

xXX

*T. .L'

# of Lanes (#, S, P)

Unadjusted Volume

Peak Hour Factor (PHF)

Growth Factor (%)

Projec{ Trip Volume (vph)

Sat. Flow Override (vph)

Min. Tirne or Ped. Time

Permissive Veh/Cycle

Proqression Adi. Factor (PAF

125

43 160 34l

0.84 0.84 0.84

5CC

Shrd

10 20 20

'1.00 1.00

12s40 197 22

0.60 0.60 0.60

555

shrd' f02020

1.00 L00

12s40 2& 46

0.95 0.95 0.95

5s5

. Shrd

10 20 20

1 00 1.00

125

4 192 56

0.87 0.87 0.87

555

Shrd

t0 20 20

,t .00 1.00


Lost Time (sec)

Min. Time (Left Turns, sec)






Vehicle Length (feet)

Other Default

1700

3200

1800

15

10

20

1 800

JSUU

1 900

1 800

20

Pk. Hr. Vol. (vph)

Saturation Flow (vph)

X or V/C


Split Time (sec)


Delay - 15 min pk (sec/veh)


Average 'Q' (veh/ln)

Design'Q- fv ln

Do Vehicles Clear?

54 200 43

1700 3600 Shrd

0.24 0.23

8 18

10 20

10 20

26 16

UD

40 40

YES YES

70 345 39

1700 3600 Shrd

0.31 0.36

81810 20

10'20

27 17

CB

40 60YES YES

44 274 51

1700 3600 Shrd

0.1 9 o.3oI t810 20

10 20

25 17

CB1240i60

YES YES

53 232 68

{700 3600 Shrd

0.23 0 28

8 18

10 20

10 20

26 17

CB

40 60

YES YES

Weighted Avg Delay (sec) = 18Level of Service - LOS = B

Weighted Avg Delay (se61 = 19Levet of Service - LOS = B

Intersection Capacity Utilization - ICU = 0.31

Required Cycle Length is 60 sec

Min./Ped. Times Satisfied

Filename: SanbernardinoAlder.dat, Scenario 2 San Bernardino Ave @ Alder Avenue, PM Peak Hour

Version 2.0.9




Phase 1 2415 Project Opening Day Conditions w Proj Tra


o2-10-2014

PM Peak Hour

Movement Times

Movementl: 10secs

Movement 2: 20 secs

Movement3: 10 secs

Movement 4: 20 secs

Movement 5; 0 secs

Movement6: 0 secs

Eastbound Westbound Northbound Southbound

L

X

T

X

K

X

x.T"

X

R

x

L

Xx

R

X

x

T

X

R

X


Unadjusted Volume


Gro\,vth Factor (%)

Project Trip Volume (vph)


Min. Time or Ped. Time


mression Adi. Factor (PAF)

1

43

0.84

10

1.00

160

0.84

5

14

n

1.00

D

34

0.84

5

7

Shrd

n

1

/t0

0.60

5

10

1.00

2

197

0.60

5

14

20

1.00

o

aa

0.60

56A

Shrd

n

1

40

0.95

5

7

10

00

2

240.95

5

20

1.00

o

46

0.95

5

Shrd

1

4

0.87

5

100

10

1.00

192

0.87

5

zv

1.00

o

0.87

Shrd

n

default set'SANBAG

Durabon of Peak Period (min)

Lost Time (sec)




Sat Flow (2 Left lanes. vphg)




Other Default

1700

3200

1800

15

10

20

1800

JCUU

1900

1800

20

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)





Design 'Q'- fUln

Do Vehicles Clear?

E'

1 700o.24

I'10

10&

a

1

40

VtrS

214

3600

o.241Q

20

16

B

60

YFS

50

Shrd

fo1 700

0.31I10

1027

c1

40YES

359

3600

0.12

18

20

20

18

B

3

100

YES

95

Shrd

5117co

o.736

10

10zo

1

40YES

2743600

0.3018

2020't7

B2

60YES

51

Shrd

153

1700

0.68

8

10

10

40

D+

2

60

YES

zJz

3600

o.28

18

n2017

B

OU

YES

68

Shrd

Weighted Avg Delay (sec) = 29Level of Service - LOS = C+


Intersection Capecity Utilization - ICU = 0.40

Predetermlned Cycle Length is 60 secMin./Ped. Times Safisfied

Analysis Based on User Selected Splits

Filename: SanbernardinoAlder.dat, Scenario 3 San Bernardino Ave @ Alder Avenue, PM peak Hour

Version 2.0.9




Phase 2 2017 Project Opening Day Conditions Wo Proj T


02-07-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement 2: 20 secs


Movement 4i 20 secs

Movement 5: 0 secs

Movement 6: 0 secs


L

X

I K

X

.L.

xX

K

X

X

x

R

X

x

T

x

X

X


Unadjusted Volume


Growth Factor (%)

Prolect Trip Volume (vph)

Sat. Flow Ovenide (vph)


Permissive Vehlcycle

'mression Adi. Factor (PAF

1

430.84

7

10

1.00

2

160

0.84

7

14

2A

1.00

-s

0.84

7

7

Shrd

n

1

{l

0.60

7

't0

1.00

2

1970.60

714

20

1.00

J

22

0.60

7

56

Shrd

20

1

40

0.95

7

7

10

100

2

248

0.95

7

20

1-00

S

46

u_v3

7

Shrd

20

1

4

0.87

7

100

10

1.00

1920.87

7

20

1.00

o

56

o.87

7

Shrd

20

default set

Duration of Peak Period (min

lost rime lsecj

Min. Time (Left Tums, sec)

MinlPed Time (Thru Lanes, sec)



Sat Flow (1 Thru lane. vphg)



Other Default

1700

3200

1800

15

2

10

20

18oO

3500

1900

1800

71

1 700

0.31

8

10

10

27

c1

40

365

3600

0.$

18

20

20

18

B

3

100

52

17ffi

v.z5

8

10

10

lo

I

40

YES

279

3600

0.31

18

20

20

17

B

2

60

YES

154

1700

0.68

I

10

10

10

D

2

50

YES

0.28

1820

176

OU

1700 I 3600

0.24 | O.zs

YES ] YES

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)


Delay - '15 min pk (sec/veh)


Average'Q' (veh/ln)

Design 'Q'- fiiln



Inters€ction Capacity Utilization - ICU = 0.41

Predetermined Cycle Length is 60 secMin./Ped. Thes Satisfied

Analysis Based on User Selected Solits

Filename: SanbernardinoAlder.dat, Scenario 4 San Bernardino Ave @ AlderAvenue, pM peak Hour

Version 2.0.9




Phase 2 2017 Project Opening Day Gonditions w Proj Tra


04-1A-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement 2: 20 secs

Movement3: 10 secs

Movement 4: 20 secs

Movement 5: 0 secs

Movement 6: 0 secs

x

2

244

0.95

7

3600

20

X

D̂

56

o.87

7

Shrd

20

1

4

0.87

7

125

10

1.00


Unadjusted Volume


Growth Factor (0/6)





1

43

0.84

7

10

160

0.84

7

18

cow

20

u0.84

7

I

Shrd

20

Values


Lost Time (sec)







Vehicle Lengith (fe€t)

Other Default

15

10

n

1800

3500

'1900

1800

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)




Average'Q' (veh/ln)

Design 'Q'- fUln

Do Vehicles Clear?

1800

o.23

8

10

10

25a

1

40

222JOW

0.2518)n

16

B

60

YES

az

Shrd

711800

0.30I10

10

27c

140

YES

369

3600

0.41

18

20

20

18

B

3

100

YES

110

Shrd

54

1800

o.23

8

10

10

25

1

40

YES

279

3600

0.31

18

20

20

17

B

2

60

YES

52Shrd

179

1800

0.75

8

10

10

41

D

3

100

YES

Z&

36000.28

18

2020

17B

2w

YES

Shrd

Weighted Avg Delay (sec) = 21Level ofService - LOS = C+


lntersection Capacity Utilization - ICU = 0.42

Predetermined Cycle Length is GO secMin./Ped. Times Satisfied


Filename: SanbernardinoAlder.dat, Scenario 5 San Bernardino Ave @ Alder Avenue, pM peak Hour

Version 2.0.9




Future 2035 without Project Traffic


07-09-2013

PM Peak Hour

Movement Times

Movement 1: l0 secsMovement 2: 20 secsMovement3: {0secsMovement4: 20 secsMovement 5: 0 secs

Movemento: 0 secs# of Lanes (#, S, P)Unadjusted Volume


Growth Factor (%)



Min. Time or Ped. TimePermissive Veh/Cycle

Eastbound

.L"IT.R

Xrr l

XXi

l

i - t t - T;55 205 44

0.95 0.95 0.95

10' , 2O | 20

1.00 1.00

125

51 253 28

0.95 I 0.95 0.95

Shrd

10 20 20

j

125

51 318 59

0.95 r 0.95 0.95

12

56 246

0.95 0.95

Shrd

20 20

1.00


Lost Time (sec)








Other Default

3400

1 900

15

2

10

zu

1800

3500

1900

1 800

20

Pk. Hr. Vol. (vph)


X or V/C

Etfective green (sec)

Split Time (sec)




Average'Q' (veh/ln)

Design'Q'- fulnDo Vehicles Clear?

58 216 46

reoo j seoo snro0.24'0.23' -

8 r 18 I10"20I

f0 20

26 16

c lBr l2

40160YES YES ]

54 266 29

1800 3800 Shrd

0.23 0.26

8 18

10 20

10t20

25 16

CiB-

12-

40 60

YES YES i -

54 335 62

1AOO 3gOO ShrA

o.zgio.3s' -8 t810 2010 20

25 t7

CB12

40 60YES YES

59 259 76

1800 3800 Shrd

0.25 0.29

818t0 20

10 20

2G 17

CB

&60

YES YES




Required Cycle Length ls 60 sec

Min./Ped. Times Satisfied

Filename: SanbernardinoAlder.dat, Scenario 6 San Bernardino Ave @ AlderAvenue, PM peak Hour

Version 2.0.9




Future 2035 with Project Traffic


04-10-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement 2: 20 secs


Movement4: 20 secs

Movement 5: 0 secs

Movement6: 0 secs

L -T"]

XI

lx

D

cv

095

Shrd

22530.95

18

20

1.00

1

56

0.95

125

10

1.00

X

D

72u.vc

Shrd

20


Unadjusted Volume


Growth Factor (016)





1

55

0.95

10

1.00

205

0.95

18

1.00

44

0.95

v

Shrd

20


Lost Time (sec)


i/in/Ped Time (Thru Lanes, se)






Other Default

' t5

10

20

I 800

3500

1900

1800

20

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)

Min. Time or Ped. Tlme (sec)




Design 'Q'- fUln

Do Vehicles Clear?

58

1800

0.24

8

10

10

26

cI

40

YFS

234

3800

o.25

18

2A

20

16

B

)60

55

Shrd 1800

0.23

d

10' t0

25

1

40

YtrS

2U

38000.34

182020

17B

260

YFS

100

Shrd

OJ

1800

v.rc

6

10

10

zo

1

40

YES

3353800

0.3518

202017

B2

60YES

oz

Shrd

1U

I 8000.77

I

10

10

45

D

3

100

YES

259

3800

429

18

20

n17

b

OU

YES

/o

Shrd Whole Intersection


Critical Movements



Predetermined Cycle Length ls 60 secMin./Ped. Times Satisfied


Filename: SanbernardinoAlder.dat. Scenario 7 San Bemardino Ave @ Alder Avenue, PM peak Hour

Version 2.0.9

San Bernardino Ave @ Locust Ave

WEBSTERwEbster Based- signar Timing Evaruation RoutineFor capacity and Lever of service Anarysis-Using HCM 2000 contror beray



02-10-2Q14

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement 2: 25 secs

Movement 3: 25 secs

Movement 4: 0 secs

Movement 5: 0 secs

# of Lanes (#, S, p)

Unadjusted Volume


Gro\,vth Factor (0/6)




Permissive Vehlcycle

2s11671230.58 I 0.58 0.58

111177)15

0.89 10.89 10.89

10 20 20

D

12U.dJ

Shrd

10

14

0.85

Shrd

10

crues (ustng delault set'SANB/

Duration of peak period (min)

Lost Time (sec)



Sat Flow (1 Left lane, vphg

Sat Ftow 1z Left tanes, vphs) |

Sat Ftow (1 Thru lane, vphg)f

Sat Flow (1 Right lane, vphg)l

Vehicte Length (feet) |

Other Default

1700

3200

1800

15

10

1800

JilU

1900

1800

20

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)




Average 'Q' (vehiln)

Design 'Q'- fvln

Do Vehicles Clear?

48 j288i 4017001180011800

0.21 1 0.42 1 0068l23

ln' r0 )r5 i25

101201n2sl tuJ, ,c

iB lBt i3 l1

40 t1o0j 4aYES]YESIYES

12

17AO

0.05

U

10

10

C+

1

4Q

YES

199 I 17I

1800 I 1800

o.n J o.o223)?32slru20ln14!tzB ]Bzl160 l*

IYtrS ] VEq

14]145110Shrd]1200i1s00

_ lo.3s10.01

- 123i23

12slruj20lro

- i 1s i 12jB iBlz i li6oloo. IYESiYES

16lt* i3sshrdl l2o0i l8oo

- I o.rs j ooo

j23)n

]2s125izoini16 12

lB i ' lf i l li60l40l

: lyesjyesl

Weighted Avg Delay (sec) =Level of Service - LOd =

Werghted Avg Delay (sec) = 17^

Level ofService - LOS = BIntersection Capacity Utilizatln _ tCU = 0.38

Predetermined Cycle Length is 60 secMtn./ped. Times Satisfied


Filename: Sanbernardinolocust.dat, Scenario 1San Bernardino Ave @ Locust Ave, pM peak Hour

Version 2.0.9




Project Phase 1 2015 Opening Day Conditions w/o Proj T

Albert Wlson & Associate

a2-07-2A14

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement 2: 20 secs

Movement 3: 30 secs

Movement 4: 0 secs

Movement 5: 0 secs

Movement6: 0 secs

1

z3

u.s

5

20

1.00

I

139

0.85

5

20

1.00

1

0.85

5

20

1.00


Unadjusted Volume


Growth Factor (%)





1

11

0.89

5

10

1

177

0.89

5

n

1

15

0.89

20

1.00 I 1.00 I 1.00

0.83

5

Shrd

10

1

120

0.83

5

n

1

d

0.83

5

20

1 00 i 1.00

Duration of Peak Period

Lost Time

Min. Time (Left Turns,

Min/Ped Time (Thru Lanes,

Sat Flow (1 Left lane,

Sat Flow (2 Left lanes,

Sat Flow (1 Thru lane,

Sat Flow (1 Right lane,


15

2

10

20

1800

3500

1900

1800

20

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)





Design 'Q - fUIn

Do Vehicles Clear?

51

1700

0.23

8

10

10

26

c1

40

YES

302

1800

0.56

18

20

20

22

c+4

't20YES

1800

0.08

18

n20

15

B,]

40

YES

13

1700

0.06

6

10

10

ZJ

1

40

YES

209

1800

0.39

18

20

n19

B

w

YES

18

1800

0.03

18

20

20

15

B

1

40

YES

15

Shrd

152

12@

0.30

28

30

n11

B

1

40

YES

101800

0.012830

20v

A

1

40

YES

17

Shrd

1721200

0.3428

3020

12B

260

YES

41

1 800

0.05

z6

&

20

A

1

40

YES


Weighted Avg Delay (sec) = 19Level of Service _ LOS = B


Predetermined Cycle Length is 60 secMin./Ped. Times Sausfied


Filename: Sanbernardinolocust.dat, Scenario 2 San Bernardino Ave @ Locust Ave, pM peak Hour

Version 2.0.9




Project Phase 1 2015 Opening Day Conditions w Proj Tr


02-07-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement2: 20 secs

Movement3: 30 secs

Movement 4: 0 secs

Movement 5: 0 secs

Movement 6: 0 secs

128

0.58

22

10

1.00

1167

0.58

20

20

1.00


Unadjusted Volume


Grolvth Factor (Yo)





1

120

0.83

n

1.00

I

139

0.85

43


Lost Time (sec)


MiniPed Time (Thru Lanes, sec)




Sat Flow (1 Right tane, vphg)


15

10

20

1800

3500

1900

1800

20

Pk. Hr. Vol. (vph)


X or VIC


Split Time (sec)


D6lay - 15 min pk (sec/veh)



Design 'Q'- fUln

Do Vehicles Clear?

70

1700

0.31

8

10

10

27

c1

40

YES

308

18000.5718

2020

22c+1

120YES

40

1800

o.o7'18

15

B

I

YES

12

1700

0.05

d

10

10

z5

1

&YES

199

18@

o.37

18

n

18

D

OU

YES

17

1800

0.03

18

20

15

B

1

40

YES

14

Shrd

1871 100

0.3928

30

'13

B

260

YES

10

1 800

0.01

zd

30

N

1

40

YES

16

Shrd

20712000.4{t

2830

2013

B260

YES

JV

1800

0.05

26

n

A

1

40

YES

Weighted Avg Detay (sec) = 1TLevel of Service - LOS = B

Weighted Avg Detay (sec) = 19. Level of Service _ LOS = BIntersection Capacity Utilization - ICU = 0,44

Predetermined Cycle Length is 60 secMin./Ped. Times Satisfied


Filename: Sanbernardinolocust.dat, Scenario 3 San Bernardino Ave @ LocustAve, pM peak Hour

Version 2.0.9




Project Phase 22017 Opening Day Conditions w/o Proj T


o2-o7-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement2: 20 secs

Movement3: 30 secs

Movement 4: 0 secs

Movement 5: 0 secs

Movement 6: 0 secs


Unadjusted Volume


Growth Factor (o/o)





1

280.58

722

1

167

0.58

7

20

1

ZJ

n6e

7

1

11

0.89

7

10

1

177

0.89

7

4

1

15

0.89

7

1.001.00 I 1.00

0.83

7

10

1

120ne?

742

20

1.00

D

14

7

10

1

139

0.85

7

43

20

1

s

u.6

7

1.00

Parameter values (usino default set 'SANEA

Duratron of Peak Period (min)

Lost Time (sec)





Sat Flow (1 Thru lane, vphg,



Other Default

1700

3200

1 800

15

10

20

1800

3500

1900

'1800

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)





Design 'Q - fVln

Do Vehicles Clear?

7417000.33

81010

27c

140

YES

3281800

0.611820

2023

c+4

120YES

42

1800

0.08

18

nn15

B

1

40

YES

17000.06

6

10

10zc

c+

1

40

YES

213

1800

0.39

1n

20

20

19

B

OU

YES

18

1800

0.03

18

15

B

1

&YtrD

15

Shrd

1971'100

o.41

m

ntc

B

60

YtrS

10

1 800

0.01

za

JU

20

I

1

40

YtrS

18

Shrd

2181 2000.42

28

3020

13B

260

YFS

1800

0.05282n

no

A

I

40


Weighted Avg Detay (sec) = 20Level ofService - LOS = B


Predetermined Cycle Length ls 60 secMin./Ped, Times Satisfied

Analysis Based on User Selected SDlits

Filename: Sanbemardinolocust.dat, Scenario 4 San Bernardino Ave @ LocustAve, pM peak Hour

Version 2.0.9




Project Phase 2 2017 Opening Day Conditions w proj Tr


04-10-2AM

PM Peak Hour

Movement Times

Movement 1 : 10 secs

Movem€nt 2: 25 secs

Movement3: 25 secs

Movement4: 0 secs

Movement 5: 0 secs

Movement 6: 0 secs


Unadjusted Volume


Gro\,vth Factor (%)




Permissive VehlCycle

128

0.58728

10

1.00

1

167

0.58

7

25

20

1.00

1

23

0.58

7

20

1.00

1

177

0.89

7

1

15

0.89

7

1.001.00 1.00

J

120.83

7

10

1

120

0.83

7

CJ

1

8

0.83

7

o

14

0.85

7

10

1

139

0.85

7

51

default BAG


Lost Time (sec)



Sat Flow (1 Left lane, Whg)


Sat Flow (1 Thru tane, Whg)


Vehicte Length (feet)

Other Default

17@

32co

'1800

15

2

10

4

1800

?tm

19@

1800

20

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)

Min. Time or Ped. Time (s€c)



Average'Q' (veh/ln)

Design 'Q'- fUln

Do Vehicles Clear?

80

1700

0.35

8

t0

10

2S

c140

YFS

333

1800

0.48

23

25

20

16

B

3

100

YFS

42

1800

0.06

z5

zc

20

12B'I

40

VFS

13

17ffi

0.06

8

10

10

ZJ

C+

1

40

VFS

213

1 800

0.31

z5

n14

B

60

VtrS

18

1800

0.03

zc

z3

n12

B1

40VtrS

15

Shrd

M

1 100

0.53

z3

25

19

B

60

I t rJ

10

1800

0.01

23

zc

n12

B

1

40

YES

18

Shrd

22912000.54

23

2520

19B

3100

YES

42

1800

0.06

z5

ZJ

n12B

140

YES

Weighted Avg Detay (sec) = 17Level of Servic-e - LOS = B

Weighted Avg Detay (sec) = 19. Level of Service _ LOS = BIntersection Capacity Utilization - ICU = 0.49

Predetermined Cycle Length is 60 s€cMin./Ped. Times Satisfied


Filename: Sanbernardinolocust.dat. Scenario 5 San Bernardino Ave @ Locust Ave, pM peak Hour

Version 2.0.9






02-07-zAM

PM Peak Hour

Movement Times

Movement1:1lsecs

Movement 2: 25 secs

Movement 3: 24 secs

Movsment 4: 0 secs

Movement 5: 0 secs

Movement6: 0 secs


Unadjusted Volume


Growth Factor (o/o)

Prolect Trip Volume (vph)




0.95 i 0.95

D

15

Shrd

10

o

18

U- tfJ

Shrd

10

Parameter

Durauon of Peak Period (min)

Lost Time (sec)



Sat Flow ('l Left lane, vphg)



Sat Flow ('1 Right lane, vphg)


Other Default

34@

1 900

15

10

20

1800

3500

1900

1800

N

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)

lVlin. Time or Ped. Time (sec)

Delay - 15 min pk (s€c/veh)



Design 'Q'- fUln

l)o Vehicles ClMr?

38

1800

0.1it

I

11

10

23

c+

1

40

YES

2C

19000.31

ZJ

2J

B

60

YES

31

1900

0.04

zc

z3

20

12

6

1

40YES

15

1800

U.W

9

11

10

22

C+

1

40

YES

23919000.33

2325

2011

B2

60YES

1900

0.03

zc

z3

B

1

40

YES

to

Shrd

[email protected]

72

242017

B

60YtrS

1119m

0.02

22244

12

B140

YtrS

19

Shrd

187120A

a.&

222420

18

B260

YES

4419mUW

2.24

n12

B1

40YES



Intersection Capacity Utilization - ICU = 0.3S



Filename: Sanbernardinolocust.dat. Scenario 6 San Bernardino Ave @ LocustAve, pM peak Hour

Version 2.0.9

San Bemardino Ave @ Locust Ave



Future 2035 with Project Traffic


a4-10-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Mov€ment 2: 20 secs

Movement3: 30 secs

Movement 4: 0 secs

Movements: 0 secs

Movement 6: 0 secs


Unadlusted Volume


Growth Factor (%)

Pro.lect Trip Volume (vph)




0.95 i 0.95





Sat Flow (1 Thru lane. vphg)



10

18@

3500

1900

1800

n

'15

1 800

0.06

8

10

10t2

c+

140

ZJY

1 900

18

20

20

19

B

100

19mo.o4

1820

2015

B1

40YES

215

1'100

0.45

28

&

20

14

Bt

OU

YES

11

1900

0.01

28

5U

20

9

I

40

56

1800

0.28

I

10

10

25

c1

10

YES

250

1900

0.44

18

20

20

19

B

3

100

YES

31

1900

0.05

18

20

15

B

1

40

YES

241

1200

0.46

28

30

20

14

B

2

60

44

1900

0.05

za

30

A

1

40

YES

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)




Average 'Q' (vehnn)

Design 'Q - fuln



lntersection Capacity Utilization - ICU = 0.43



Filename: Sanbernardinolocust.dat, Scenario 7 San Bernardino Ave @ Locust Ave, pM peak Hour

Version 2.0.9

San Bernardino Avenue @ Linden Avenu[L





06-29-2010

PM Peak Hour

Movement TimesMovement 1: t0 secaMovement 2: 2l secsMovement 3: 20 secsMovement4:osecsMovement 5: 0 secsMovemento: 0secs# of Lanes (#, S, P)Unad.iusted Volume


Groudfi Factor (Yo)


Sat. Flor Ovenide (vph)

Min. Time or Ped. TimePermissive Veh/Cycle

111

141 i 21

0.90 i 0.90

l

20 l, 20i:

1.00 1.00

s1122;95

0.96 i 0.96

l

Srrro l10 20

a

13

0.88

Shrd

10


Lost Time (sec)


Min/Ped Time (fhru Lanes,

Sat Florv (1 Lefi lane, vphg)

Sat Flo,v (2 Left lanes, vphg)




14

z

10

20

1E00

3500

1900

1800

20

Pk. Hr. Vol. (vph)


X or V/C

Effec'tive green (sec)

Split Time (sec)




Average 'O' (vehlln)

Design'Q'- fulnDo Vehicles Clear?

29

17000.1{

8{0t0

t9

BI

4

YES

241

r800

0.38t9

21

2013

B2

60

YES

a{

1800

0.0519

21zv

10B

140

YES

tv

1700

0.07

8

10

19

B

1

40

YES

157

1 800

0.2310

20

B'l

40YES

IJ

I 800

0.0319

21zv

10

B

1

40YES

23

Shrd99

r300

0.27t8

2A20

l3

BI

40YES

zz

1800

0,03

18

20

11

B

1

40

YES

15

Shrd

10'1

1 300

0.25

18

20

zu

1e

B

1

40

YES

11

1800

0.0218

20

2011FI

1

40YES

Weighted Avg Delay 1sec1 =Level of Service - LOS =

Weighted Avg Detay (sec; = 14Level of S€rvice - LOS = B

Interseclion Capacity Utilization - IGU = 0.28

Requlred Cycle Length ls 5l 8ecMlnJPed. Tlmes Satlsfied

Filename: Sanbernardinolinden.dat. Scenario 1 San Bernardino Avenue @ Linden Avenue, pM peak Hour

Version 2.0.9

San Bernardino Avenue @ Linden Avenu



Project Phase 12015 Opening Day Gonditions w/o Proj Tr


07-09-201 3

PM Peak Hour

Movement Trmeg

Movement 1: 10 secs

Movement 2: 20 secs

Movement 3: 30 secs

Movement 4: 0 secs

Movement 5: 0 secs

_ !4otF!le!t q- ! r99q-


Unadjusted Volume


Growth Factor (%)





"L- "T" R

xXX

+. +111

142 18

0.59 0.59

55

20 20

l

1.00 1.00

11

141 21

0.90 0.90

1.00 1.00 1.00

sl122 95 21

0.9€ 0.96 0.96555

20 20

1.00 1.00

s114a eo 1d

0.88 0,88 0.88

20 20

1.00 1.00


Lost Time (sec)







t6

2

10

20

1 800

3500

1 900

1 800

20

Pk. Hr. Vol. (vph)


X orV/C

Etfective green (sec)

Split Time (sec)





Design'Q'- fuln

Do Vehicles Clear?

30 253 32

1700 1800 1800

0.13 0.47 0.06

81818' f02020

10 20 20

24 20 15

C+lC*,B' t31

4 100 40

YES YES YES

20 164 24

1700 1800 1800

o.o9 o.3o 0.04

81818

10 20 20

10 20 20

24 '18 15

C+BB

40 60 40

YES YES YES

24 104 23

Shrd 1300 1800

- 0.21 0.03

-2828

-3030-2020

-109

-BA

-11-4040

- YES YES

16 106 12

Shrd 1300 1800

- 0.20 0.01

-2828

-CUJU

-2020- 10 9

-BA

40 40

YES YES

Whole lntersection


Critical Movements





Filename: Sanbernardinolinden.dat, Scenario 2 San Bernardino Avenue @ Linden Avenue, PM Peak Hour

Version 2.0.9




Project Phase 12015 Opening Day Conditions w Proj Tr


02-07-2014

PM Peak Hour

Movement Times

Movement 1 : 10 secs

Movement 2: 25 secs

Movement 3: 25 secs

Mov€ment4: 0 secs

Movement 5: 0 secs

Movement 6: 0 secs


xx

R

X

X

T R

X

L

Y

.T*

x

R

X

L

X

T

Y

K


Unadjusted Volume


Growth Factor (o/o)





'mrasqion Adi Faclor IPAF

1

17

0.59

5

10

1.00

1

112

0.59

5

20

20

1.00

1

18

0.59

5

20

1.00

1

non

5

7

10

1 00

1

0.90

5

20

1.00

1

210.90

5

20

1.00

S

z2noA

5

10

1

95

0.96

5

28

20

1.00

1

21u_w

5

7

20

1.m

D

'13

0.88

3

10

1

6Y

0.88

5

n

1.00

1

10

0.885

20

1.00

Parameter Values (usino default


Lost Time (sec)








Other Default

17W

32oo

1800

15

2

10

20

1800

3500

1900

1800

20

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)





Design'QL fUIn

Do Vehicles Clear?

30

1 700

0.13

8

10

10

24

c+1

40

YES

2731 800

0.402325

2015B

3

100YES

5Z

1800

0.05

73

23

n12

B1

&YES

271 700o.12

o

1010

c+

140

YES

164'18@

o.24

ZJ

204a

B2

OU

YES

24

1800

0.03aa

25

201a

b

1

40YE!

Shrd

13212000.34

2325

2015B

260

YES

30

1800

004

ZJ

za

n12b

1

40

YFS

16

Shrd

1?q

12@

0.33

23

25

15

B

60

YFS

121800

o.o2zc

25n12b

1

&YES




Predetermined Cych Length is 60 secMin.lPed. Times Satisfled

Analysis Based on User Selected Splils

Filename: Sanbemardinolinden.dat, Scenario 3 San Bernardino Avenue @ Linden Avenue, PM Peak Hour

Version 2.0.9

San Bemardino Avenue @ Linden Avenu



Project Phase 2 Opening Day Conditions w/o proj Tr


o2-a7-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement2: 25 secs

Movement 3: 25 secs

Movement 4: 0 secs

Movement 5: 0 secs

Movement6: 0

1

10

0.88

7

n

1.00


Unadjusted Volume


Growth Factor (%)



Min, Time or Ped. Time


1

142

0.59

7

20

1

18

7

20

S

22U.W

7

10

1

95

0.96

7

28

20

1

21U.W

7

7

4

1.00

values detault


Lost Time (sec)




Sat Florv (2 Left lanes, vphg)




Other Default

1700

3200

1800

15

10

20

1 800

53W

1900

1800

20

Pk. Hr Vol. (vph)


X or V/C


Split Time (sec)




Average 'Q' (veMn)

Design 'Q'- fUln

Do Vehicles Clear?

31

1700

0.14

8

10

10

21

c+

1

40

YES

278

1800

0.40

23

25

20

15

B

3

100

YES

1800

0.05

z32520

12B1

40

YES

271 700

0.12d

10

10

24

1

40

YES

168

1800

o.24

zc

zc

N

13

B

2

60

TCD

ZJ

1800

0.04

l5

25

n12

B

1

40

YES

25Shrd

134

1 200

0.35

23

25

20

15

B

2

60

YFS

30

1800

0.04

z3

25

12

B

1

40

VFS

16

Shrd

137

12cnU.JJ

ZJ

zc

n15

b

2OU

YES

121800

o.o2ZJ

zc

n12

B

1

40

YES

Weighted Avg Delay (sec) =Level of Service - LOS =





Filename: Sanbernardinolinden.dat, Scenario 4 San Bernardino Avenue @ Linden Avenue, pM peak Hour

Version 2.0.9



For capacity and Level of service Analysis Using HCM 2000 control Deray

Project Phase 2 2017 Opening Day Conditions w proj Tr


04-10-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement2: 20 secs

Movement 3: 30 secs

Movement4: 0 secs

Movement 5: 0 secs

Movement 6: 0 secs

xix

I

i


Unadjusted Volume


Growth Factor (o/o)

ProJect Trip Volume (vph)




1

a7

0.w7

Y

10

0.96

7

10

1

95

0.96

7

36

20

1

U.YO

7

20

1

89

0.88

7

36

n

1

10

0.88

7

n


Lost Time (sec)





Sat Flow (1 Thru lane,

Sat Flow (1 Right lane,

15

10

20

1800

?qnn

1900

1800

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)





Design 'Q'- fUln

Do Vehicles Clear?

3l17000.14

8't0

10

24

c+I

/t0

YES

2831800

0.52

182020

21c+

3100

YES

1 800

0.06

18

zv

20

15

B

I

40

YES

lv

1700

0.13

6

10

10

24

1

40

YES

168'1800

0.31

18JA

20

18B

2OU

YES

25

1800

0.05

18

20)n

15

B

1

40

IEO

25Shrd

142

1 200

0.30

28

30

2A

11

B

1

/10

YES

32

1800

0.04

zo

JU

I

1

40

YES

'16

Shrd

144

1zcoo.29zo

30

20

11

B

1

YES

12

1800

0.01

26

30nI

A

1

40

YES




Predetermined Cycle Length is 60 secMin./Ped. Tlmes Satisfied

Analysis Based on Us€r Selected Solits

Filename: Sanbernardinolinden.dat, Scenario 5 San Bernardino Avenue @ Linden Avenue, pM peak Hour

Version 2.0.9






07-09-201 3

PM Peak Hour

Movement Times

Movement l : l0secs

Movement 2: 25 secs

Movement 3: 25 secs

Movement4:0secs

Movement 5: 0 secs

_!4gyemelr! 6i ,0 qe_ !


Unadiusted Volume


Growth Factor (70)





1---l1

.L" l

xX

i

182

0.95

20

't.00

LTR

X

XX

111

22 181 27

0.95 0.95 0.95

10 20 20

1.00 1.00 1 .00

st l28 122 27

0.95 0.95 0.95

LTR

s1117 114 13

0.95 0.95 0.95

Parameter


Lost Time (sec)







Vehicle Lengih (feet)

Other Default

3400

1 900

{E

10

20

'| 800

3500

1 900

1 800

20

Pk. Hr. Vol. (vph)

Saturation Ftow (vph)

X or V/C


Split Time (sec)





Design'Q'- fuln

Do Vehicles Clear?

23 192 , 24

1800 1900 1900

0.10 o.ze o.os

8232s

10i2525102ot2o

24t14;12C+,BB

40'60:40YES YES YES

23 191 28

taoo rgoo . tgoo

0.10 0.26 0.04

dz3z5

1025:25

10 20 20

2414:12

C+BB

40 60 40

YES YES YES

29 128 28

Shrd 1300 1900

- 0.32 0.04

-2323

-2525

-2020- 15 12

-BB

60 40

YES YES

18 120 14

Shrd 12OO 1900

- 0.30 0.02

-2323

-zcz3

-2020

- 15 12

-BB

-11

- YES YES

Whole lntersection


Critical llovements





Filename: Sanbernardinol inden.dat, Scenario 6 San Bernardino Avenue @ Linden Avenue, PM Peak Hour

Version 2.0.9




Future 2035 w Project Traffic


04-10-2014

PM Peak Hour

Movement Times

Movement 1: 10 secs

Movement2: 20 secs

Movement 3: 30 secs

Movement 4: 0 secs

Movement 5: 0 secs

Movement 6: 0 secs

L t- . rT R Ll r - -


Unadjusted Volume


Grovdh Factor (o/o)

Prqect Trip Volume (vph)




1

1820.95

25

20

1

22

0.95

I

10

1

122

0.95

36

20

1

270.95

I

tn

1.00

Values set


Lost Time (sec)

Min. Time (Left Turns, sec.l







Other Default

3400

1900

15

10

1800

3500

1900

1800

20

Pk. Hr. Vol. (vph)


X or V/C


Split Time (sec)





Design 'q'- 616

Do Vehicles Clear?

z5

1 800

0.10

8

10

10

24

1

40

YES

2171900

0.s81820

2019

B3

100YES

1900

004

18

20

n15

D

1

40

YES

32

1 800

0.13

8

10

l0

24

c+1

40

YES

1900

0.34

18

20

to

B260

YES

281900U.U3

18

20

n15

B

1

40

YES

Shrd

1641 2000.34

2830

2012

B2

60YES

371900

0.0428JU

2A

I

1

40

I E-

18

Shrd

156

12@

0.31

28

n11

B

2OU

YES

14

I 900

o.o228

30nY

A,|

40

YES

Weighted Avg Delay (sec) =Level of Service - LOS =

Weighted Avg Detay (sec) = t6Level of Service - LOS = B


Predetermined Cycle Length ls 50 secMln./Ped. Times Satisfied


Filenamel Sanbernardinolinden.dat, Scenario 7 San Bemardino Avenue @ Linden Avenue, pM peak Hour

HCS+: Unsignal ized

Chidl OnumonuAlbert Wi l_son & Associates10987 Deer Canyon DriveRancho CucamongaCa. 9L737Phone: 90 9-483-487 6E-Mai l_: onumonucGaol.com

f ntersect i_ons Release 5.2

Fax: 909-989-157 6

Analyst :Agency /Co. :Date Performed:

ALL-WAY STOP CONTROL(AWSC) ANALYSTS

Chidi OnumonuAlbert Vi l i l -son & Associates6/29 /2010

Analysis Time per iod: pM peak HourIntersect ion: Marygold Ave G Al-der AveJur isdict ion: County of San BernardinoUnits: U. S. CustomarvAnalysis Year: 2OIO - Exist ing Condit ionProject ID: fntersect ion # 21East/West Street: Marygold AveNorth/South Street: Alder Ave

worksheet 2 - Volume Adjustments and si te character ist ics

EastboundLTR

WestboundLTR

NorthboundLTR

wlw

SouthboundLTR

Vol-ume% Thrus

ss a4Lane ffLLeft

?.0w

18 11 F(4X 19115 59

Conf igurat ionPHFFl-ow Rate% Heavy VehNo. LanesOpposing-LanesConf l ic t ing-IanesGeometry groupDurat ion, T 0.25

EastboundL1 L2

LTR0.881500

1

1ZaL

hrs.

3 - Saturati-on

htrestbound Northbound Southbound

Worksheet

EastboundL1 L2

Flow Rates:Total in Lane 150

L1 L2 L1 L2

1122

LTR0. 86 0. 86326 2300

2aL

15

Headway Adjustment Worksheet

Westbound Northbound SouthboundL2

oz

0620.01.00.0

5

0.5

T1 id! l- JJZ L1 L2 L1

L1

LTR0. B71060

)JZ

LTR0.95 0.95216 6200

2215

Left-TurnRight-Turn

6220

106L2220.1v.z

0.0

3261BU

0.10.00.0

23

z5

0.01.00.0

5

nq

2761500.10.00.0

Prop. Left-Turns 0.4Prop. Right-Turns 0.1Prop. Heavy Vehic l_e0. 0Geometry Group 2Adjustments Exhibi t 1?-33:

z

v.zhLT-adj 0.2

hRT-adjhHV-adj

hadj, computed

Flow ratehd, init ial val-uex, in i t ia lhd, f inal valuext f inaL val-ueMove-up t ime, mService Time

-0.61,.7

0.0

Worksheet 4

-0,67.7

-0.1

Departure Headway

$IestboundL1

1063.200.095. '7Ln 17

2.0?7

-0.71.7

0.0 -0.7

and Service Time

NorthboundL1 L2

326 233 -20 3.200.29 0.025. 65 4.920.51 0.03

2.5

3.4 2.6

of Service

-0.7L. l

0.0 -0.7

EastboundLl L2

1_503.20 3.200. r_35.71_0.24

2.03.7

3.20

WestboundL]- L2

l_0 6

0. r_7

3569.86A

L2Southbound

T1!I )JZ

2L6 623.20 3.200.19 0.065.75 5.01_0.35 0.09

2.33.5 2.7



DeIayLOS

fntersect ion Delay

EastboundL1 L2

150??

0.245.7r40010.49B

10.49B

tL.7 6

9.86A

Intersect. ion LOS B

Northbound SouthboundL1 L2

2L6 623.5 2.70.35 0.095.75 5.01_466 31,2LI.45 8. t_BBA

1,0.72B

L1

3263.40.51_5. 6s57614.1"4B

L2

232.60.034 .922737.78A

1,3.72B

HCS+: Unsignal ized fntersect ions Release 5.2

Chidi OnumonuAfbert Wi l_son & Associates10987 Deer Canyon Drj-veRancho CucamongaCa. 9I737Phone: 909-483-4876 Fax: 909-98 9.1,5] .6E-Mai] : onumonucGaol.com

ALL-VfAY STOP CONTROL (AWSC) ANALYSIS

Chidi OnumonuAlbert Wi lson & Associates

Analyst :Agency/Co.:Date Performed: 7 /10/13Analysis Time Per iod: PM peak Hourfntersect ion:Jur isdict ion:Uni ts: U. S. CustomaryAnalysis Year:Project ID: Intersect ion # 21East/$Iest Street: Marygold AveNorth/South Street: Alder Ave

EastboundTM!_Lt(

Marygold Ave G Alder AveCounty of San Bernardino

201 5 Oneni nrr Yr r^r /a Dra4 r iarvrt v LLv) t !

hlestboundLTR

vi lorksheet 2 - Volume Adjustments and si te character ist ics

NorthboundLTR

SouthboundLTR

% Thrus Left

Conf igurat ion LTR

Vol-ume

PHFFlow Rate

58 63 19Lane

72 66 2I 11 27 B 21. 1a

-LO ZVL OZ


0.88157

LTR0.87r72

LTRLTR0.86 0.86 0.95 0.95342 24 227 650000

22)..Z

1155

342 24 221 65L9 0 16 00240650.1 0.0 0.1 0.00.0 1.0 0.0 1-.00.0 0.0 0.0 0.0

* Hcarrrr \ /ch 0No. Lanes 1Opposing-Lanes 1Conf l ic t ing-Ianes 2Geometry group 2Durat ion, T 0.25 hrs.

Flow Rates:Total in Lane 157Left-Turn 65Right-Turn 2I

Prop. Left-Turns 0.4Prop. Right-Turns 0.1Prop. Heavy Vehic le0.0Geometry GroupAdjustments Exhibi t 17-33:

11I

z

z


Eastbound V/estbound Northbound SouthboundL1 L2 L1 L2 L1 L2 L1 L2

]-1,213240.10.20.0

2

0.2

5

nq

5

0.5hLT-adj i )

hRT-adjhHV-adj

hadj, computed

Flow ratehd, init ial valuex, in i t ia lhd, f inal val-uex, f inal val-ueMove-up t ime, mService Time

-0. 6! .7

0.0

Worksheet 4

-0. 6r .7

-0. 1

t I23.20 3.200.105. 830. 18

2.03.8

-0.7L.7

0.0 -0.7

-Q.7L.7

0.0 -0.7

EastboundIJI .bZ

r573.20 3.200.1,45. B30.25

2.03.8

Departure Headway and Service Time

Westbound NorthboundL]- L2

342 243.20 3.200.30 0.025.14 5.01_0.55 0.03

2.33.4 2.7

of Service

L1 L2

WestboundL1 L2


242.70. 03q n1

2747.88A

.64

LL L2

SouthboundI,1 L2

227 653.20 3.200.20 0.065.85 5.1_00.37 0.09

2.33.5 2.8


Ffow RateService TimeUti l izat ion, xDep. headway, hdCapacityDeIayLOSApproach:

DelayLOS

Intersect. ion Delay

EastboundL1 L2

1573.80.2ss.8340710. B1B

10. B1_B

1,2.34

LL2 3423.8 3 .40.18 0.555. 83 5.7 4362 5921,0.1,2 L5.1,2BC

I0.1,2B

Intersect ion LOS B

227 653.5 2.80.37 0.09E AC q 1n

477 315_Lr.yJ 6.52

BA

1T.L2B

I4B

HCS+: Unsignal ized Intersect ions Rel-ease 5.2

Chidi OnumonuAfbert V' ] i l -son & Associates10987 Deer Canyon DriveRancho CucamongaCa.97131Phone: 909-483-4816 Fax: 909-989-1516E-Mai l : onumonucGaol- .com


Chidi OnumonuAl-bert WiLson & Associates

An: I r rqJ- .

Agency/Co.:Date Performed: 02/08/14Analysis Time Per iod: PM Peak HourIntersect ion:.Tur isdict ion:un1cs: u. 5. uustomaryAnr ' l r rq ic Voar.

Marygold Ave G Alder AveCounty of San Bernardino

zu-15 upenlng Yr w Prol ' I ' rProject ID: Intersect ion # 21East/West Street: Marygold AveNorth/South Street: Afder Ave

EastboundLTR

Worksheet 2 - Vo]ume Adiustments and Si te Character ist i_cs

Westbound I NorthboundL T R IL T R

I

Qnrr l - ) - r 'hnrrnr{ |I

LTRII

Volume | 58 92 L9 40 94 28 111 218 s0 23 20r 62 |

Eastbound Westbound Northbound SouthboundLl L2 L1 L2 L1 L2 L1 L2

? Thrus Left Lane

Conf isurat ion LTRPHFFl-ow Ratee^ Hearzv Veh 0No. Lanes 1Opposing-Lanes 1Conf l ic t ing- lanes 2Geometry group 2Durat ion, T 0.25 hrs.

Fl-ow Rates:Total in Lane 190Left-Turn 65v r

^nr - ' r ' l r rn z I

Drnn T.af l - - rFrrrn.g 0.3

Dran Di^h+- 'Frrrpg 0.1

Prop. Heavy Vehic le0.0Geometry GroupAdjustments Exhibi t 17-33:

0. B8190

LTR0. B71850

LTRLTR0.86 0.86 0.9s 0.9s342 58 235 650000

22221155

1122

Worksheet 3 - Saturat ion Headway Adjustment hiorksheet


18545320.2o)0.0

2

0.2

342 58 235 6519 0 24 00580650 .1 0.0 0.1 0.00.0 1.0 0.0 1.00.0 0.0 0.0 0.0

5

0.5

5

n5n I . ' t -2dl--J

0.2

hRT-adjhHV-adj

hadj, computed

Flow ratehd, in i t ia l valuext in i t ia lhd, f inal- valuex, f inal vafueMove-up t ime, mService Time

-0.6 -0.61-.7 L. j

0.0 -0.1


n-

I t

nndav.v -u. t

and Service Time

NorthboundLl L2

342 sB3.20 3 .200.30 0.05w.

-J J. Jr

0.59 0.092.3

40 1,)

of Service

-0.7r.1

n1 ^a

Eastboundt1 L2

1903.20 3.200.176.26U. JJ

2.04.3

WestboundL1

1853.200.166.220.32

2.04.2

L2Southbound

T1IJI JJZ

zJ) b5

3.20 3.200.21 0.06o.44 5.b/0.42 0.1_0

2.34.I 3.4

3.20

Flow RateService Ti-meUti l izat ion, xDep. headway, hdda*^^. i +, ,vql /auf Ly

DelayLOSAnnrnrah.

4 r lJ l / r vq vrr .

DelayLOS

Intersect ion Delay


WestboundLl L2

1Bs4.20.326.2243512.1, tB

EastboundL1 L2

1904.30.336.2644012.32B

L2.32B

13.90

L1

3424.00. s96.25

I7.69

L2

5B?)

0.09

3088.75A


235 654.r 3.40.42 0.106 .44 5 .61485 31513.72 9.02RA

12.70B

t2. t l 16.39BC

Intersect ion LOS B

HCS+: Unsignal ized

Chidi OnumonuAl-bert Wi]son & Associates10987 Deer Canyon DriveRancho CucamongaCa ql ???

Phone: 909-483-4876E-Mai l : onumonucGaol- .com

fntersect ions Release 5.2

Fax: 909-98 9-L57 6

Analyst :Ad6n^r7l t A

/ vv. .

Date Performed:

ALL_V{AY STOP CONTROL (AWSC) ANALYS]S

Chidi OnumonuAlbert Wil-son & Associ-ates02/08/14

Analvsrs Trme Perrod: PM Peak HourIntersect ion: Marygold Ave G Alder AveJur isdict ion: County of San BernardinoUnrts: U. S. CustomarvAnal f fs i s Ye:f : on'1 ? A*^ni nn Yr r t /n Drr- ' ) TfnrrqajJfJ rgqr. avLt v lJgr l r r rv f ! w/v ! !ur

Proiect ID: fntersect ion # 21East/West Street: MarygoJ-d AveNorth/South Street: Alder Ave

Worksheet 2 - Vofume Adiustments and Si te Character ist ics

EastboundLTR

WestboundLTR

NorthboundLTR

SouthboundLTR

Volume% Thrus

fnnf inrrral- inn

PHFFlow Rate? Heavy VehNo. LanesOpposrng-Lanes/ -nnf ' l in l - ina-1an^-vvrr ! r ruLrrrY f qrrEJ

Gonmol- r \ / drnrrn

Durat ion, T 0.25

EastboundL1 L2

LTR0.881930

1122

hrs.

NorthboundLl L2

23 205 63

SouthboundL1 L2

LTR0.9s 0.9s239 6600

2215

L1

2392400.10.00.0

L2

OO

0660.01.00.0

5

NE

59 93Lane

r9 40 96 r02

WestboundL1 L2

LTR0.872120

1122

WestboundL1 L2

212

II l0.20.40.0

2

0.2

r1 284 50

LT0. B63490

R0.865B0

2215


Flow Rates:Total i -n Lane

EastboundL1 L2

193

Northbound Southbound

Left-Turn 61D i

^h J- - rFrr rn 2I

Pron. T,ef t -Trrrns 0.3Pron Ri nhi_ -Trrrng 0.1Prop. Heavy Vehic le0.0f lenmoJ- rr l Grnrrn

Adjustments Exhibi t 17-33:

L1

3491900.10.00.0

L2

5B0580.01.00.0

5

0.5hLT-adj 0.2

-0.6I .7

0.0

Worksheet 4 -

EastboundT1! J- JrZ

Flow rate 193hd, in i t ia l value 3.20 3.20x, in i t ia l 0.17hd, f inal vaLue 6.68x, f inal value 0.36Move-up t ime, m 2.0Service Time 4. ' l

hRT-adjhHV-adj

hadj, computed

Fl-ow RateService TimeUti l izat ion, xDep. headway, hdCapacityDelayLOSApproach:

DelayLOS

Intersect ion Delay

A.

1'7

-0.2

Departure Headway

Westbound-1 1 Ta!I LL

2723.20 3.20u.z46.260 .47

2.04.3

WestboundL1 L2

2724.30 .476.26522L4.75B

1A '7q

BIntersect ion

-0.71-.7

0.0 -0.7

and Service Ti-me

J.ry 5u3.20 3.200.31 0.056.68 5.940.55 0.10

2.34.4 3.6

Northbound SouthboundL1 L2 L1 L2

n-

1 ''1

0.1 -0.7

239 663.20 3.200.27 0.066.90 6.730.46 0.11

4.6 3.8

Worksheet 5 - Capacity and Level of Service

Eastbound],1 L2

1934.70.366. 6844313.37B

'1 ? ??

B1s.89

NorthboundL1 L2

349 sB4.4 3.60.65 0.106.68 5.94s18 30820.8s 9.21CA

),9.20(.

LOS C

SouthboundL1 L2

239 664.6 3.80 .46 0.116. 90 6.13488 3161s.31 9.6LFAvn

611,4B

HCS+: Unsigrnal ized

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa. 97131Phone: 9O 9-483-4Bi 6E-Mai l : onumonucGaol.com

Intersect ions Re]ease 5.2

Fax: 909-98 g-ISi 6

Northbound I SouthboundTR ,TR

Analyst: Chidi onumonuAqency/Co.: Albert wi l -sonDate Performed: 02/08/2014Analysis Time per iod: pM peak Hourfntersect ion: Marygold AveJur isdict ion: County of SanUnits: U. S. CustomaryAnal-ysis Year: 2017 OpeningProject ID: fntersect ion # 21East/West Street: Marvqofd AveNorth/South Street: atd6i eve

Worksheet 2 -

I Eastboundlr , T

ALL-'VAY STOP CONTROL (AWSC) ANALYS]S

I Westbound,TR

& Associates

G A1der AveBernardino

Yr w Proj Tr

Vofume Adjustments and Si te Character ist ics

RI

Vol-ume I% Thrus Left

s9 100Lane

46T9 L04 106 L1 284 51 | 3B 205 76

/ ' -nn€i ar ,*-+. i ^-vvlrr ay ur q u IUl l

PHFFl-ow Rate% Heavy VehNo. LanesOpposing-LanesConf l - ic t ing- lanes( ]anmaJ_ r \ r

^r^r1nY!vu}J

Durat ion, T 0.25

Eastbound1,1 L2

LTRO. BB20I0

1122

hrs.

WestboundL1 L2

LTR0. B72920

1122


TM!1 r{ .

0. 95 0. 9s255 8000

2215

L1

LT0.863490

L2

R0.86660

2215

worksheet 3 - saturat ion Headway Adjustment worksheet

Eastbound Westbound NorthboundL1

20r612T

L2 L1 L2

29252I210.20.40.0

2

0.2

L1 L2

349 66. lg n

0 660.1 0.00.0 1.00.0 0.0

5

0.5

SouthboundLl L2

Ffow Rates:Total in LaneLeft-TurnRight-Turn

2554000.20.00.0

800800.01.00.0

5

0.s

Prop. Left-Turns 0.3Prop- Right-Turns 0.1Prop. Heavy Vehic leO.0Geometry Group 2Adjustments Exhibi t 17-33:

hlT-adj 0.2

hRT-adjhHV-adj

hadj , computed

Flow ratela. l . i

- . : f . i

^ l

- -^ lr rc l , r_rr-L LIdl_ vaJ_ue

x, in i t ia lhd, f inal- value. , s. i*^ l - ,^1, .^A1 rrrrdr vct_LuY

Move-up t ime, mService Time

Fl-ow RateService TimeUti l izat ion, xDep. headway, hd^-.a^^i

r . ,valJour Ly

DelayLOSn^^-^- ^L .nPP!VAUrr.

DelayLOS

Intersect ion Delay

-u. b -0.6I .1 1.7

0.0 -0.2


- t I I

1'7

nnAaU.U -U. /

and Service Time

l rTar l -hhnrrnA

L2349 663.20 3.200.31 0.066.94 6.190.6"7 0.11

2?4.6 3.9

-n7

7.10.1 -0 .1

Eastbound WestboundL1 L2 L1 L2 L1

SouthboundL1 L2

255 B03.20 3.200.23 0.071 .1_6 6.360.51 0.14

2.34.9 4. I

Worksheet 5 - Capacity and Level- of Service

2073 .20 3.200.186.9s0.39

2.0Aq

EastboundL1 L2

20IAA

0.396.9545114.28B

)a

r1 .20

2923 .20 3.200.266 .480.53

2.0d5

WestboundL1

292dq

0.s36.485r216 .44r

L2Northbound

Ll L2Southbound

L1 L2

255 B04.9 4. I0.51 0 . I41.16 6.36412 33016.99 10.10CB

1tr aAIJ. J=

C

I4B

349 664.6 3.90.61 0.116 .94 6 . r9499 31622.12 9.68.A

76.44 20.65CC

Intersect ion LOS C

HCS+: Unsignal ized

Chidi OnumonuAlbert Wi l_son & Associates10987 Deer Canyon DriveRancho CucamongaCa. 9I137Phone: 909-483-4876E-Mai l : onumonucGaol_.com


Fax: 909-98 9-I5t 6

Analyst :Agency/Co.:Date Performed:Analysis Time period: pM peak Hour


Chidi OnumonuAlbert Wi lson & Associates6 /29 / 20L0

fntersect ion:Jur isdict i_on:Units: U. S. CustomaryAnalysi-s Year:


Marygold AveCounty of San

2035 General-

Marygold AveAlder Ave

G Al-der AveBernardino

Pl-an Bui ldout w/oProject ID: fntersect ion # 21

Worksheet 2 - Vol-ume Adjustments and Si te Character ist ics

EastboundLTR

WestboundLTR

NorthboundLTR

SouthboundLTR

Vol-ume% Thrus

7I 17 23 2674 B1 21 340 26 19 245 76Left Lane

Conf igurat ionPHFFlow Rate% Heavy VehNo. LanesOpposing-LanesConf l ic t j_ng- lanesGeometry groupDurat ion, T 0.25

FJ-ow Rates:Total in LaneLeft-TurnRi-ght-Turn

EastboundLl L2

LTR0. 957190

11I

2

hrs.

WestboundT1 T^!r JrZ

LTR0. 957260

11z

2


LTR0.95 0.95277 8000

221J

L1

LT0. 953790

L2

R0. 95zt

02z

1

worksheet 3 - saturat ion Headway Adjustment worksheet

Eastbound Westbound Northbound SouthboundL1

t4

z4

L1

L26I4270.1u.z0.0

L2 L1

< /q

2200.10.00.0

L2 L2

270270.01.00.0

5

0.5

L1

2772000.10.00.0

L2

800800.01.00.0

5

0.5

Prop. Left-Turns A.4Prop. Right-Turns 0.1Prop. Heavy Vehic le0.0Geometry GroupAdjustments Exhibi t 17-33:

z

0.2hLT-adj 0.2

hRT-adjhHV-adj

hadj, computed

Flow ratehd, init ial vaLuex, in i t iaLhd, final- valuex, f inal valueMove-up time, mService Time

-0. 6L.7

0.0

Worksheet 4 -

-0.6L.7

-0.1

I{estboundt1 L2

L263.20 3.200. L16.280,22

2.04.3

Ll_

t264.30.226.2837611.03B

-0.7L-7

NorthboundL1 L2

379 273.20 3.200.34 0.026.06 5 .320.64 0.04

2.33.8 3.0

L.70. 0 -0.7 0.0 -0 .7


EastboundL]- L2

L193.20 3.200.166.230.31

2.04.2

SouthboundL1 L2

277 B03.20 3.200.25 0 - 076. L5 5.400 .47 0 . t2

2.33.8 3.1_

FIow RateService TimeUti l izat ion, xDep. headway, hdCapacityDeIayLOSApproach:

DelayLOS

Intersect ion DeIay

Worksheet 5 -

Eastbound! I )JZ

t'l94.20.316.23429L2 .01,B

L2.01,B

L4.55

3793.80. 646.06577I8.82c

1L.03B

Intersect ion LOS B

Capacity and Level of Service

Westbound)JZ

NorthboundLI LZ

SouthboundL1 IJZ

273.00.04s.322778 -24A

1_8. L]_(,

2 '77 803. B 3.10 .47 0 . t26.15 s.40527 330t4.25 8.84BA

13.04B

HCS+: Unsignal ized

Chidi OnumonuA]bert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa.97131Phone: 90 9-483-487 6E-Mai l : onumonuc@aol- .com


Fax: 909-98 9-751 6

NorthboundLTR

Analyst :Agency/Co.:Date Performed:Analysis Time Per iod: PM Peak HourIntersect ion:. lur isdict ion:Uni ts: U. S. CustomaryAn:l r rq iq Yo:r .

A],L-WAY STOP CONTROL (AWSC) ANALYSIS

Chidi OnumonuAfbert Wi l -son & Associates02/08/2014

Project ID: Intersect ion # 21East/West Streeu: Ma rru cn l r l Arra

North/South Street: Afder Aveworksheet 2 - vofume Adjustments and si te character ist ics

Marygold Ave G Afder AveCounty of San Bernardino

2035 Genera] P]an Bui ]dout w

WestboundLTR

EastboundLTR

SouthboundLTR

Volume% Thrus lg l L

Conf igurat ionPHF

Ffow Rate% Heavy VehNo. Lanesf )nnnq i nn-T.rnac

Conf l ic t i -ng-1anes/ ]aama.F rrz

^rnr l^Yrvuy

Durat. ion, T 0.25

EastboundL1 L2

LTRo qc

2160

1I22

hrs.

WestboundL1 L2

LTR0.95271,0

1122

NorthboundL1 L2

47 245 16

SouthboundL1 T.

LTR0.95 0.95300 B000

2215

L1

3004300.10.00.0

L2

800800.01.00.0

5

0.5

1I 113Lane

23 50 I I l 35 623402I

LTn oq

3190

R0.95650

2215

Worksheet 3 - Saturat ion Headwav Ad-justment Worksheet


Ffow Rates:Tota] in LaneLeft-TurnRi nhJ- - t " r r rn

L1

2161424

L2 L1

21I52360.20.20.0

L2 L1

3192200.10.00.0

L2

650650.01.00.0

5

0.5

Pron T,cf f -Trrrn.g 0.3Drnn Dial-r+-"F, , -ns 0.1

Pron - Hearrrr \ /ehic le0.0t ' ianma1_rrr / - r^,1^

2u!vuy

Acl i r :sf menj_ s t rxhibi t 17 -33:

hT.T-ert i n )qs J v . L

2

0.2

hRT-adjhHV-adj

hadj , computed

Flow ratel r l . i * . i+. :^1 *-^1oQr l r r ] . t ] -aJ_ value

x, in i t ia lI IU, ! I I IAI VOfUE

x, f inal valueMove-up t ime, mService Time

-0.67.1

0.0

Worksheet 4

EastboundL.L L2

2L63.20 3.200.196.920.41

adL.V

4.9

L1

zro4.90.416 .9246s14.73B

-0.6I .7

-n1

-0 .1t .7

-0.7r .1

- Departure Headway and Service Time

Westbound NorthboundL1 L2

379 653 .24 3.200.34 0.066.81 6.06n

-nv. tz u. t_r2.3

4.5 3.8

L1 L2

0.0 -0 .1 0.1 -0.7

SouthboundL1 L2

2II3.20 3.20t l l9

6.880.40

2.04.9

300 B03.20 3.200 .27 0.07b.vd b.1v

0.58 0.142.3

4. '1 3. 9

Worksheet 5 - Capaci ty and Level- of Service

Eastbound Westbound Northbound

Flow RateService TimeUti l i -zat ion, xDep. headway, hdCapacityDeIay! | !JD

l *n*an al- . .nl/}/ r vq urr .

DeIayTr\c

Intersect ion Delay ] -8.20

L1 L2 L1 L2

2L1, 37 9 654.9 4.5 3. B0.40 0.72 0. l_16.88 6.81 6.0646L s13 31s14.46 24.91 9.51BCA

14.46 22.66

Intersect ion LOS C

L2SouthboundL1 L2

300 80a7 ? q

0. sB 0.146. 98 6.1-9492 33018.93 9.81CA

17.03T4B

HCS+: Unsignal ized

Chidi OnumonuAl-bert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa. 91,737Phone: 909-483-4876E-Mai l - : onumonucGaof.com


Fax: 909-98 9-L51 6



Chidi OnumonuAlbert Wifson & Associates6 /29 / 2010

Analysis Time Perj-od: PM Peak Hrfntersect ion: Marygold Ave G Locust Ave,Jurisdict j -on: San Bernardino CountyUnits: U. S. CustomaryAnalysis Year: 2010* Exist ing Condit ionProject ID: Intersect- ion #22East/West Street: Marygold AvenueNorth/South Street: Locust Ave

worksheet 2 - vol-ume Adjustments and si te character ist ics

EastboundLTR

WestboundLTR

NorthboundLTR

SouthboundLTR

Volume% Thrus

zv JzLane

39 2L 720 13 126 29

SouthboundL1 L2

LTR0.88 0.BB157 3200

2

15

Left

EastboundL1 L2

Conf igurat ion LTRPHF 0.92Flow Rate 86% Heavy Veh 0No. Lanes 1Opposing-Lanes 1Conf l ic t ing- lanes 2Geometry group 2Durat ion, T 0.25 hrs.

NorthboundL1

LT0.94L490

L2

R0 .94J

0Z

215

worksheet 3 * saturat ion Headway Adjustment worksheet

Eastbound lrlestbound Northbound

WestboundL1 L2

LTR0.7470U

I

12

L1 L2

862t

L1 L2

701080.10.10.0

2

v.z

L2Southbound

L1 L2

Fl-ow Rates:Total in LaneLeft-Turn

L1

L492200.10.00.0

157L400.10.00.0

5Z

05Z

0.01.00.0

5

u.J

q

050.01.00.0

5

0.5

Right-Turn 9Prop. Left-Turns A.2Prop. Right-Turns 0.1Prop. Heavy Vehic l -e0.0Geometry Group 2Adjustments Exhibi t 17-33

.).LhLT-adj

hRT-adjhHV-adj

hadj, computed

Fl-ow ratehd, init ial valuex, in i t ia lhd, f inal valuex, f inal valueMove-up time, mService Time

-0. 6 -0. 6L.7 L.7

-0.0 -0.0

WorksheeL 4 - Departure Headway

-0.7L.1

0.1_ *0.7 0.0

and Service Time

NorthboundL1 L2

L49 53.20 3.200.13 0.005.1_5 4.370.2L 0.0r_

2.32.9 2.L

-0.7L.7

-0.7

EastboundL]- L2

86s.20 3 -200.084.810.1_1

2.02.8

WestboundL]. L2

703.20 3.200.064.810.09

2.02.8

WestboundL1 L2

702.80.094.BL3208 .30A

8.30A

Intersection

SouthboundL1 L2

L57 323.20 3.200.14 0.035.09 4.340.22 0.04

2.32.8 2.0

Worksheet 5 - Capacity and Level of Service


DelayLOS

Intersect ion Delay

EastboundL]. L2

862.80. r_14.8L3368.43A

8.43A

B.82

Northbound SouthboundL]. L2

1s7 322.8 2.00.22 0.045.09 4.34407 2829.24 7 .22AA

8.90A

Ll-

L492.9

0.2L5.1_53999.24A

LOS A

L2

52.L0.01_4.372557 .1,0A

9.L7A

HCS+: Unsignal ized

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa . 91,7 37Phone: 909-483-481 6E-Mai l : onumonucGaol.com


Fax: 909-98 9-151 6

NorthboundLTR

Analyst :Agency/Co.:Date Performed:Analysis Ti-me Per iod: PM Peak HrIntersect ion:Jur i -sdict ion:Uni ts: U. S. CustomarvAnalysis Year:

ALL_WAY STOP CONTROL (AWSC) ANALYSIS

Chidi OnumonuAlbert Wi lson & Associ-ates

Proiect ID: fntersecLion #22East. /West Street:North/South Street:

Marygold Ave G Locust AveSan Bernardino County

2015 Opening Yr w/o Prf Tr

Marygold AvenueLocust Ave

I WestboundIL T R

Worksheet 2 - Volume Adrustments and Si te Character ist ics

EastboundLTR

SouthboundLTR

Volume% Thrus

21 5sT

-h^!qI IE

4I ZZ L26 t4 732 30


Left

Conf igurat ionPHFFlow RateI L laarnr \ /oh

No. LanesOppos j-ng-Lanes

Conf l i c t ing- lanesGeometry groupf ) r r r : t inn- T 0.25vLVLLt

EastboundL1 L2

LTR0 .9290

L2

.2

WestboundL1 L2

LTR0.7473n

I

I

WestboundL1 L2

7310Bn1n1

0.02

u-z

L1

LT0.941570

L2

R0.9450

L1 L2

LTRO.BB O.BB165 3400

)

15

221q

hrs


Eastbound

11?2

NorthboundL1 L2

SouthboundL1 L2L1

Fl-ow Rates:Total in Lane 90Left-Turn 22R i crht -Trr rn 9

Pron - T,ef1- -Trrrns 0 .2Drnn o. i nh+. -rr , r1n5 0.1

Prop. Heavy Vehic le0.0Geometry Group 2Adjustments Exhlbi t 17-33

15723U

0.10.00.0

505

In

5

0.5

1651500.10.00.0

aA

0340.01.00.0

5

nq

nnn

hLT-adj

hRT-adjhHV-adj

hadj, computed

Fl-ow ratehd, init ial valuex, in i t iaLhd, f inal valuext f inal valueMove-up t ime, mService Time

-0. 6L.7

-0.0

Worksheet 4

-0. 61, .7

-0.0

Westbound?I ?

! I LZ

t5

3.2A 3.200.064.860. 10

2.0z.Y

L1 L2

732.90. r-04.863238.40A

8.40A

Intersect ion

nlnann^tv.r -v. t u.u 'v. I

-0.7L.7

-0.71.7


EastboundL1 L2

903.20 3,200.084.8' l0.L2

z.v2.9

NorthboundTl f 6

LJI LZ

1,57 53.20 3.200.1-4 0.005.1_9 4.4r0.23 0.01

2.3z.v z.r

of Service

SouthboundL1 L2

l_65 343.20 3.200.15 0.035.13 4.380.24 0.04

2.32.8 2.1


Eastbound Westbound

Flow RateService Ti-meUtl l izat ion, xDep. headway, hdCapacityDelayLOSApproach:

DelayLOS

Intersect ion Delay 8.95

LJ. L2

902.90.L24.8'73408.54nn

8.54A

NorthboundL1 L2

157 52.9 2.L0.23 0.015.19 4.4L407 2559.40 7.1,4AA

9.33A

LOS A

SouthboundL]. L2

i-65 342.8 2.L0.24 0.045.13 4.38415 2849.40 7 .27AA

9.03A

HCS+: Unsi_gnal ized

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa. 97131Phone: 909-483-4876E-Mai l : onumonucGaoi_.com

fntersect ions Rolaaca ( 2

Fax: 909-98 9-I5i6

Locust AveCnrrnl-rr

w Prj Tr

Ane I r rq l - .

Agency/Co.:Date Performed:Analysis Time Per iod: pM peak Hr

ALL-WAY STOP CONTROT (AI{SC) ANA],YSIS

Chidi OnumonuAlbert l f , i lson & Associates

Tni_orqoc1- i an.

.Tur isdict ion:Uni ts: U. S. CustomaryAnalysis Year:

Maryqold Ave GSan Bernardino

2015 Opening YrProject ID: fntersect ion #22East/West Street:North/South Street:

Worksheet 2

EastboundLTR

Maryqold AvenueLocust Ave

Vo. lume Adjustments and Si te Character ist ics

I WestboundIL T R

NorthboundTM!r- fL

SouthboundTM!I |1

Vol-umeI Thrus

56 91Lane

31 11 4B 126 L32 13

SouthboundL1 L2

TM!L t(

0.88 0.BB165 8200

2215

I4

EastboundL1 L2

r -nn€. i x ' .*^+. i ^-ut. , tur-LguraLJ_on LTRPHF 0.92Ffow Rate 205E Heavy Veh 0No. Lanes 1Opposing-Lanes 1Conf l ic t ing-1anes 2Geometry group 2Durat ion, T 0.25 hrs.

L2

1122

Worksheet 3 - Saturat ion Headwav AcJi lsrmeni- rn76lkshlssl

Eastbound Westbound Northbound

L1

LTR0.741220

Westbound NorthboundL1 L2

LTR0.94 0.94185 500

22I5

L1

Fl-ow Rates:Total_ in Lane 205

L2 L1

72210B0.10.10.0

IJZ L1 L2

1U5 551 0050.3 0.00.0 1.00.0 0.0

5

0.5

SouthboundL1 L2

T.o f l - - 'Fr r rn

r \ rvrr L r u! t I

6040

1651500.10.00.0

B20820.01.00.0

5

0.s

Prop. Left-Turns 0.3Prop. Right-Turns 0.2Prop. Heavy VehicIe0.0Geometry Group 2Adjustments Exhibi t 17-33

t

2

0.2n t , t - :a l f*-J

hRT-adjhHV-adj

hadj, computed

-0.6L.1

-0.1

Worksheet 4

-0.6L.7

-0.0

-0.7L,7

-0.7I . ' t

0.1 -0.7 0.0 -0 .7


Flow ratehd, in i t ia l valuex, in i t ia l -hd, f inal valuex, f inal valueMove-up t ime, mService Time

Flow RateService TimeUti l izat ion, xDep. headway, hdCapaci tyDeIayLOSApproach:

DelayLOS

Intersect ion Delay

EastboundL1 L2

2053.20 3.200.185.190.30

2.03.2

ZUJ

3.20.30q 1q

/ Rq.

10.34B

10.34B

1_0.18

WestboundL]- L2

t223.24 3.200.11_s.360.18

2.03.4

NorthboundLl L2

185 53 .20 3 .200.16 0.005. 87 5.020.30 0.01

/<

3.6 2.7

of Service

SouthboundL1 L2

16s 823.20 3.200.15 0.075.72 4.960.26 0.11

2.5

3.4 2.7


Eastbound htrestboundL1 JJZ T1

1,223.40.185.365tt

9 .54A

L2Northbound

L1 L2

185 53.6 2.70.30 0.015.87 5.02435 25511.08 '7 .7 6BA

9.54 10.99AR

Intersect ion LOS B

SouthboundL1 L2

165 823.4 2.70.26 0.115.72 4.96415 33270 .44 8.30BA

9.13A

HCS+: Unsignal ized fntersect ions Rel_ease 5.2

Chidi OnumonuAl-bert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa. 91131Phone: 909-483-481 6E-Mai l : onumonucGaol.com

A],L-WAY


Fax: 909-98 9-I5i 6

STOP CONTROL (AWSC) ANALYSIS

Analysis Time Per iod: PM Peak HrIntersect ion:Jur isdict ion:Unrts: U. S. CustomaryAnrl rzqi q Vo:r .

-$rs+J vrv

Chidi OnumonuAfbert Wi lson & Associates02/08/14

Marygold Ave G Locust AveSan Bernardino County

2017 Openinq Yr w/o Pr l Tr

I Westboundlr , T R

Project ID: Intersect ion #22East/West Street:North/South Street:

Worksheet 2

EastboundLTR


Volume Adjustments and Si te Character ist ics

NorthboundLTR

SouthboundYM!I11

Vol-ume% Thrus

56 98 3B 18 49 12B L4 135


14!g! L

Cnnf inrrral- inn

PHFFl-ow RateI Heavy VehNo. LanesOpposing-LanesConf l - ic t ing-1anesCanmaJ- r \ r Arnr ln

Yrvuy

Durat ion, T 0.25

Worksheet

EastboundLl L2

LTRiq)

2010

1122

hrs.

3 - Saturat ion

L2 L1

LT0 .941880

L2 L1

188520o?0.00.0

L1 L2L1

LTR0 .147250

L2

Eastbound

1122

2215

RLTR0.94 0.88 0.BB5 168 84000

2215

Headway Adjustment Worksheet


Fl-ow Rates:Total in LaneLeft-TurnRigrht-Turn

L1

207604I

L2 L1

125I2I0.10.10.0

L2

5050-01.00.0

5

0.5

L1

1681500.10.00.0

L2

840840.01.00.0

5

n6

Prop. Left-Turns 0.3Drnn Dj nhr-T"-nS 0.2

Prop. Heavy Vehic leO.0Gonma]_ rrr Crnrrn

Adjustments Exhibi t 17-33:hlT-adj 0.2

2

0.2

hRT-adjhHV-adj

hadj, computed

-0.6r .7

-0.1

Worksheet 4

EastboundL1 aa

LL

2073.20 3.200.185.220.30

2.03.2

2073.20.305.2245710.43B

10.43B

1,0.27

-0.61.1

-0.0

WestboundL1 L2

L253.20 3.200.115.390.19

2.0?A

L.7 L.70. 1 -0 .1 0.0 -0 ,1


Flow ratehd, in i t ia l valuext in i t ia l -hd, f inal valuex, f inal valueMove-up t ime, mService Time

Flow RateService TimeUti l izat ion, xDep. headway, hd

-^^^^i

+r 'vqPaur Ly

DelayLOSApproach:

DelayLOS

Intersect ion Delay

NorthboundLl L2

1BB 53.20 3.200.I7 0.00q on q nq

0.31 0.012.3

<h/ l

of Service

SouthboundL1 L2

168 843.20 3.200.1s 0.075.75 4.990.21 0. I2

2.33.4 2."1


Eastbound WestboundL1 JrZ T,1

L253.40.19s.393759.63A

L2Northbound

L1 L2

1_88 53.6 2.70.31 0.015.90 5.05438 25s]-1, .20 1 . '78BA

9. 63 11.11AB

Intersect ion LOS B

SouthboundL1 L2

168 B43.4 2.70.21 0 .1,25.75 4.99418 334-LU. JZI U.5J

BA

9.81A

HCS+: Unsignal ized

Chidi OnumonuAlbert Wi l_son & Associates10987 Deer Canyon DriveRancho CucamongaCa . 9I7 3"7Phone: 90 9-483-4Bi 6E-Mai l : onumonucGaol_.com


Fax: 909-989-1576

Locust AvevvulrLJ

w Prj Tr

Analyst :Agency/Co.:Date Performed:Analysis Time per iod: pM peak Hr

ALL-YiAY STOP CONTROI (AWSC) ANALYS]S

Chidi OnumonuAlbert Wifson & Associ_ates04/r0/74

Intersect i_on:Jur isdict ion:Uni ts: U. S. CustomaryAnalysis Year:

Maryqold Ave GSan Bernardino

2017 Opening yrProject ID: Intersect ion #22East/West Streeu:North/South Streec:

Worksheet 2


Volume Adjustments and Si te Character ist ics

EastboundTfr! l -K

h]aqJ- l - rnrrnr l

TMNorthbound

LTRQ nrr ]_ 1-r ' l - '^ , .

- l

vvu ur jvvul lu

TM

Vofume% Thrus

66 109Lane

46 B6 56 L2B

Cnnf i crrral- i nn

PHFFl-ow Rate? Heavy VehNo. LanesOpposing-LanesConf l ic t ing- lanesGaamoJ.r t r

^rnrrnY!vuy

Durat i -on, T 0.25

L4 135 85

Northbound SouthboundEastboundLl L2

LTR0 .922380

1122

hrs.

WestboundL1 L2

LTR0 .141360

2215

Adjustmenl Worksheet

NorthboundLl L2

10q' t rLJJ J

59 0050.3 0.00.0 1.00.0 0.0

5

0.5

L1 L2

TM!-L i (

0.88 0. 88168 9600

2215

L1

LT0 .941950

r t

R0 .9450

1122

Worksheet 3 - Saturat ion Headway

Eastbound Westbound SouthboundL1

Flow Rates:Tota] in Lane 238Left-TurnRi ahJ- -rFrrrn

Prop. Left-Turns 0.3Prop. Right-Turns 0.2Prop. Heavy Vehic le0.0Geometry Group 2Adjustments Exhibi t 17-33

L2 L1 L2

136I2B0.10.10.0

2

0.2

7I49

L1

1681500.10.00.0

L2

960960.01.00.0

5

0.5.zn l . l ' -ada

-eJ

hRT-adjhHV*adj

hadj , computed

-0.6L.1

-0.1

Worksheet 4

-0.6I .1

-0.0

-0.7r .7

-0.7r .1

0 .2 -0 .1 0 .0 -0.7


EastboundL1 L2

IlrlestboundL1 L2

1363.20 3.200.r2

0.212.0

3.5

L1

136

n ol

38610.01B

L253.200.005.230.01

2.9

L1 LL

168 963.20 3.200.15 0.09s.92 s.160.28 0.14

2.3


Flow rate1^r . .1- i+]^ l

- .^ ' loctr r I I r L l -dJ- va-Lue

x, in i t ia lhd, f inal val-ue- - Gl-^t - -^1,-^L, r -Lrrd,-L vct-Luu

Move-up t ime, mService Time

Fl-ow RateService TimeUti l izat ion, xDep. headway, hdd^--^^i ! . ,udPduf Ly

DelayLOSAnnrnr nh .

DelayLOS

IntersecLion Delay

2383.20 3.200.2r5.320.3s

2.03.3

L11953.200.116.090.33

3.8

1953.80.336.09445II .16B

10.01B

Intersect ion LOS B

Worksheet 5 - Capaci tv and Level of Service

Eastbound Westbound Northbound SouthboundL1 L2 L2 L1 L1 L2

238

0.355.324BB11.18B

11.18B

10.76

L2

5)q

0.015.232557q1

A

17 .67B

168 963.6 2.90.28 0.145.92 5.16418 34610.86 8.69BA

10.07B

HCS+: Unsignal ized

Chidi OnumonuAl-bert Wi l -son & Associates10987 Deer Canyon DriveRancho CucamonqaCa. 9I737Phone: 909-483-4976E-Mai l : onumonucGaol.com


Fax: 909-98 g-ISi 6



ALL-WAY STOP CONTROL(AWSC) ANALYSIS

Chidi OnumonuAlbert Wi lson & Associates7 /rr /73


Analysis Time period: pM peak Hrfntersect ion: Marygold Ave G Locust AveJur isdict ion: San Bernardino CountyUnits: U. S. CustomarvAnalysi-s Year: 2035 General p lan w/o pr1 TrProject fD: fntersectLon #22

worksheet 2 - Volume Adjustments and si te character ist ics

EastboundLTR

WestboundLTR

NorthboundLTR

SouthboundLTR

Vol-ume% Thrus

26 61Lane

I2 10 27 154Left

Conf igurat ionPHFFl-ow Rate3 Heavy VehNo. LanesOpposing-LanesConf l i c t ing*1anesGeometry groupDurat ion, T 0.25

I1 162 37

EastboundL1 L2

LTR0.921130

I1Z

z

hrs.

WestboundTl T.! I JJZ

LTR0 .14900


aZ

aL

15

Adjustment Worksheet

NorthboundL1 L2

191 6280060.1 0.00.0 1.00.0 0.0

5

ntrv.J

L1 L2

TM!r. ,|(

O.BB O.BB203 4200

Z

z

15

L1

LT0 .941910

L2

R0 .94

01122

Worksheet 3 - Saturat ion Heaowav

Eastbound WestboundL1 L2 L1 L2

Southbound

Flow Rates:Tota] in Lane 113Left-TurnRight-Turn

2813

9013100.10.10.0

L1

2031900.10.00.0

L2

qz

0420.01.00.0

5

Prop. Left-Turns e.2Prop. Right-Turns 0.1Prop. Heavy Vehic1e0.0Geometry Group 2Adjustments Exhibi t 17-33:

2

0.2n l . l ' -ad-*sJ na

hRT-adjhHV-adj

hadj, computed

Fl-ow raLehd, in i t ia l valuext in i t ia lhd, f inal valuex, f inal valueMove-up t ime, mService Time

-0. 6L. '1

-0. 0

V{orksheet 4

-0. 61.7

-0.0

WestboundL1 L2

903.20 3.200.085. L40.13

2.03.1

-0.7r .7

0. l_ -0.7 0.0 -0 .7

-0.7L.7

Departure Headway and Servi_ce Time

EastboundLl L2

1133.2A 3.200.105.L20.16

2.03. 1_

NorthboundL1 L2

191 63.20 3.200 . t7 0. 015.39 4.6t0.29 0. 01

2.33. 1 2.3

of Service

SouthboundL1 L2

203 423.20 3.200.18 0.045.32 4.560.30 0.05

2.33. 0 2.3

Flow RateServi-ce TimeUti l izat ion, xDep. headway, hdCapacityDelayLOSApproach:

DelayLOS

Intersect ion Delay

Worksheet 5 -

EastboundL]. L2

1 r.3?1

0.165.L23639. L0nn

9.10A

9.66

Capacity and Leve1

WestboundL1 L2

90?1

0. 135.L43408.90A

NorthboundL1 L2

SouthboundL1 L2

203 423.0 2.30.30 0.055.32 4.56453 292L0.2B 7.52BA

9. B0A

8. 90A

Intersection LOS A

191<l

0.295.39441,1,0.23t5

62.30.014 .612567 .35A

L0.14B

HCS+: Unsignal ized

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa.9I131Phone: 90 9-483-487 6E-Mai l : onumonucGaof.com

Intersect i -ons Release 5.2

Fax: 909-98 9-151 6

Northbound I SouthboundL T R IL T R

Analyst :Agency/Co.:Date PerformedAnalysis TimeIntersect ion:Jur i -sdict ion:Uni ts: U. S. CustomaryAnalysis Year:Project ID: fntersect ion #22East/West Street:North/South Streec:

Worksheet 2

I EastboundIL T RI

ALL_WAY STOP CONTROL (AWSC) ANALYSIS

Chidi OnumonuAlbert Wi lson & Associates04/L0/74PM Peak HrMarygold Ave G Locust AveSan Bernardino County

2035 General- Pl-an r^t gra ' t ' t" - - J

Period:


- Vol-ume Adjustments and Si te Character ist ics

I WestboundIL T R

Vol-ume I? Thrus Left

81 :-20Lane

104B 94 60 154 L] 762 91


Conf igurat ionPHFFl-ow Rate% Heavy VehNo. LanesOpposing-LanesConf l ' i c t i no- l anes( ionmof r \ r nrn rrn

Durat ion, T 0.25

EastboundL1 L2

LTRn qq

26r0

1122

hrs.

WestboundL1 L2

LTR0.951160

1122

WestboundL1 L2

1161080.10.10.0

2

0.2

2215

Worksheet 3 - Saturat ion Headway Adjustment Vforksheet

L1

LT0.9s2250

L1

225630U.J

0.00.0

L2

R0.9560

L1 L2

LTR0.95 0.95187 9500

2215

Fl-ow Rates:Total in LaneLeft-Turn

EastboundL1 L2

26rB5


787I100.10.00.0

L2

950950.01.00.0

5

nq

Di nt^r f _rFrrrn 50

Pron. T,ef l_ -Trrrng 0.3! !vr '

Prnn Ri ch1- -Trrrng 0.2Pron. Hearzrr \ /ehic1e0.0Gcomc1_ rrr Grnrrn 2Adjustments Exhibi t 17-33

el

0O

010

5

nq

.0

.0

.0

an l . ' l - tda- -J

hRT-adjhHV-adj

hadj, computed

Flow ratehd, ini t ia l valuex, in i t ia lnq, Ianar value

x, f inal valueMove-up t ime, mService Time

-0.6r .7

-0.0

Worksheet 4

-0.6r .7

-nn

-0.17.7

-0 .711

0.1 -0 . '7 0.0 -0 .7


EastboundL1 L2

26r3.20 3.240.235 .460.40

2.03.5

WestboundL1 L2

1t_ 63.20 3.200.105.760.19

2.03.8

NorthboundL1 L2

225 63.20 3.200.20 0.016.16 5.310.38 0.01

2.33.9 3.0

of Service

SouthboundL1 L2

187 953.20 3.200.17 0.086.02 5.260.31 0.14

2.33.7 3.0

Iatrorksheet 5 - Capacity and Level

Eastbound Westbound].1 L2 T,1 L2

FIow RateService Ti-meUti l - izat ion, xDep. headway, hd

- r*a: . i

+"val /our uy

DeIayLOSnnn-a+ al-r .nl/ l / r vaurr .

DelayTr\e

Intersect ion Delay

26r

0.405.4651111.99B

11.99B

11.43

116 2253.8 3.90.19 0.385.76 6.L6366 47510.07 1,2.66BB

10.07B

Intersect ion LOS B

NorthboundL1 L2

SouthboundL1 L2

187 95?? ?n

0.31 0.146.02 5.26437 34511.43 8. B1BA

10.55B

63.00.01s.312568.05n

] -2.54B

HCS+: Unsignal ized Intersect ions Rel_ease 5.2

TWO-WAY STOP CONTROL SUMMARY

Analyst :Agency/Co.:Date Performed:Analysis Time Per iod:Intersect ion:Jur isdict ion:Unrts: U. S. CustomaryAnal rrqi q Yaar.

Mainr ql-raal- .

Chidi OnumonuAlbert Wi l -son & asso,2/6/2074PM Proi or-1- Pe: l r

Proj . Drwy G Marygold Ave.San Bernardino County

2 0- l 5 Pro- i cr- l - OnFn i n n Yoe r

Project ID: St George Cathol ic ChurchEast/West Street: Marygold AvenueNorth/South Street: Project DrwyIntersect ion Orientat ion: EW Sj- r r rJrr nar i nr l thrc \ .

\ar ! u / . 0.25

7\^^v^- ^ l lnylrrvoul l

Movement 1L

Volumes and AdjustmentsEastbound

23TR

Westboundl4sILT

0

11

Vol-umePeak-Hour Factor, PHFHourly Fl-ow Rate, HFRPerr lenf Hearrrr \ /ehiCfesMedian Type/StorageRT Channel ized?Lanes

-^^t : ^ , . -^+. i ^-vvr l ! rYuraLJUl l

Upstream Signal?

65 1001.00 1.0065 1000 --Undivided

NoLT

931.00

::

10TR

No

1081.00108

Minor Street: ApproachMovement

NorthboundIT

1L t(

10L

1,2R

Southbound11T

VolumePeak Hour Factor, PHFHourly Fl-ow Rate, HFRPercent Hoarrrz \ /ehiCleS

Percent Grade (eo )Fl-ared Approach: Exists?/Storage!qt lgo

-^-€.1 ^, . - -+. . i ^-vvlr ! !v u! o L f ,ur ]

1041.001040

0

01.00000

1LTR

631.00630

NO

ha l ^"

n ' .^ ' '^DYLAy / VUEUg Length, and Leve1 of Service

ApproachMovementLane Conf ig

EB1LT

WB4 l1

I

Northbound89

Southbound10 11 12

LTR

v (vph)C (m) (vph)v/c958 queue lenqth( nnf rAt I lat i \ t

LOSApproach DelayAnnrna

^h T.nq

6513830.0s0.151.7

n

r616810.240.9s11.9

B11.9

B

HCS+: Unsignal ized fntersect ions Refease 5.2

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa.9I73lPhone : 90 9-483-481 6E-Mai l : onumonucGaol.com

Fax: 909-98 9-751 6

TViO-WAY STOP CONTROL (TWSC) ANALYS]S

Analyst : Chidi OnumonuAgency/Co.: Albert Wi lson & asso.Date Performed: 2/6/20L4Ana' l vs i s Ti me Perr i od : PM Proi ect Pea k

Intersect lon: Proj . Drwy G Marygold Ave..Tur isdict ion: San Bernardino CountvUnits: U. S. CustomaryAnalysi-s Year: 2015 Project Opening YearPro- i ecl- TD: St Georoe Caf hol i c ChurchEast/West Street: Marygold AvenueNorth/South Street: Project DrwyIntersect ion Orientat ion: EW Study per iod (hrs); 0.25

Vehicle Vol-umes and AdiustmentsMajorStreetMovements 1 2 3 4 5 6

LTRLTR

Volume 65 100 93 108Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00Peak-15 Minute Vol-ume 1,6 25 23 21Hourly Fl-ow Rate, HFR 65 100 93 108Percent Heavy Vehic l -es 0 --Median Type/Storage Undivided /RT Channel ized?Lanes0110Conf igurat ion LT TRUpstream Signal? No No

Minor Street Movements 7 8 9 10 11 12LTRLTR

Vol-ume 104 0 63Peak Hour Factor, PHF 1.00 1.00 1.00Peak-15 Minute Volume 26 0 16Hourly Fl-ow Rate, HFR I04 0 63Percent Heavy Vehic les 0 0 0Percent Grade (3) 0 0Fl-ared Approach: Exists?/Storage / wo /RT Channel ized?Lanes 0 1 0Contagurat lon LTR

MovementsPedestr ian Volumes and Adjustments

13 14 15 16

F-lAr^7 tna^/nr l\ rv\ l / t r r / 0000

Analyst: Chidi OnumonuAg'ency/Co.: Albert Wi lson & asso.Date Performed: 2/6/2074Analvsis Tipp par inr i . DM Drni^Ct Peakfntersect ion: Proj . Drwy G Marygold Ave,fur isdict ion: San Bernardino CountvUnrts: U. S. CustomaryAnalysis Year: 2071 Project Opening YearProject ID: St George Cathof ic ChurchEast/West Street: Marygold AvenueNorth/South Street: Project DrwyIntersect ion Ori-entat ion: EW

Vehicle

HCS+: Unsignal ized Intersect ions Release 5.2

TWO-WAY STOP CONTROL SUIO{ARY

Qfrrr i r r nar i nr l lh\ , , rs ) : 0.25

Mainr ( f roo1_. n nn *a -

: l^ 'nIJIJT VqUrr

MovemenL 1L

Vol-umes and AdjustmentsEastbound

2314TRIL

hlestbound5T

oK

VolumePeak-Hour Factor, PHFHourly Fl-ow Rate, HERPor.anl- l fo:rrrr \ /^1r i ^1 ^ru rruqvl , vEl l IUlEJ

Modi:n Trzno/( f a- r r_,___rageRT Channef ized?Lanes^^^€. i ^ , . -^+. i ^*vvlrr I9uIoLfvt l

Upstream Signal-?

811.00810

1011.00101

931.00

::

10TR

No

1351.00

1:'Undivided

NoLT


Northboundd

T1L

o 10L

1)

R

Southbound11T

Vol-umePeak Hour Factor, PHFHourly Fl-ow Rate, HFRPercent Hoarzr,r \ /ehic lesPercent Grade (%)Fl-ared Approach: Exists?/StorageLanesi ' -anf i nrrrr l - i anvvrr ! tY

r321.00r320

0

01.00000

1LTR

BO1.00800

No

n**e^^ ^LnPlJr vourr

Movement!o11E vvrr ! r9

Delay, QueueEB WBl4LT

Lenqth, and Level-Northbound

11 B9

of Service

I210Southbound

11LTR

v (vph)C (m) (vph)v/c95? orrerre Ienof.hCnn1_rnl T)alarr

LOSApproach Delayannrn anh I I t \

8173520.060.19'7 p.

A

212648n ??L.4213.2

B13.2

B

HCS+: Unsignal ized f ntersect j_ons Release 5.2

Chidi OnumonuA]bert Wi l -son & Associates10987 f)eer Canr ion Dr iveRancho Crrcamnnrr3

Ca. 9I137Phone: 90 9-483-481 6E-Mai l : onumonucGaol- .com

Fax: 909-98 9-751 6

TWO-[{AY STOP CONTROL (TWSC) ANALYSIS

Analyst: Chidi OnumonuAgency/Co.: Albert Wi lson & asso.Date Performedz 2/6/20L4Ana I vs i s Ti me Per i ocl : PM Proi ect Peakfntersect ion: Proj . Drwy G Marygold Ave.Jur isdict ion: San Bernardino Countvun]- ts: u. 5. uustomaryAnalysis Year: 2071 Project Opening YearProject ID: St George Cathol ic ChurchEast/West Street: Marygold AvenueNorth/South Street: Project DrwyTntersect ion Orientat ion: EW Study per iod (hrs): 0.25

Vehicle Vol-umes and AdiustmentsMajorStreetMovements 1 2 3 4 5 6

LTRLTR

Volume 81 101 93 135Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00Peak- l5 Minute Vol-ume 20 25 23 34Hourly Fl-ow Rate, HFR 81 101 93 135Percent Heavy Vehic l -es 0 --Median Type/Storage Undivided /RT Channel ized?Lanes0110Conf igurat ion LT TRUpstream Siqna}? No No

Minor Street Movements 7 8 9 10 11 12LTRLTR

Volume L32 0 B0Peak Hour Factor, PHE 1.00 1.00 1.00Peak-15 Minute Volume 33 0 20Hourly Flow Rate, HFR 132 0 80Percent Heavy Vehic les 0 0 0Percent Grade (%) 0 0Flared Approach: Exists?/Storage / No /RT Channel ized?Lanes 0 1 0Confiqurat ion LTR


13 14 15 75

h tnr^r ln6d/nr l\yv\J/ ^ '& / 0000

HCS+: Unsignal ized Tntersect ions Release 5.2

TWO_WAY STOP CONTROL SUMMARY

Chidi OnumonuAlbert Wi l -son & asso.2/6/2074

Analysis Time Per iod: pM proiect peak

Analyst :Agency/Co.:f ) r1- o Porfnrmad .

Intersect ion:Jur isdict ion:Uni ts: U. S. CustomaryAnalrrc iq Yoar.. r r re+Je:e

Ma i nr (1- rool- .

Proj. Drwy G Marygold AveSan Bernardino County

?O?5 Prnionl* 6naninn Varrvyvl ! r r rY

Proiect fD: St Georqe Cathol ic ChurchEast/West Streec: Marygold AvenueNorth/South Street: Project DrwyIntersect ion Orientat ion: EW Sl- r rdrr nor i or l th rc \ .

veus_I yvrrvu \ l r ru l . 0.25

lnnrar al . r

^PI/r VqUrr

Movement 1L

Volumes and AdjustmentsEastbound

23TR

WestboundIA\t r

IT,T

6R

Vol-umePeak-Hour Factor, PHFHourly Fl-ow Rate, HERPornanl- l {orrrrz \ /n l . r i a l narv!uul lL rr9qv] vgl lauauJ

Mod' i :n Trzna /Q1- n_rr_, __JrageRT Channel ized?Lanesf -nnf inrrreJ_inn

Upstream Signal?

B11.00810

r221.00

:?,I1,4 1351.00 1.00rr4 135

Undivided

No

0TRLT

No


NorthboundIT

7L

q

R10L

I2R

Southbound11T

Vo.l-umePeak Hour Factor, PHFHourly Fl-ow Rate, HFRPercent Heavy VehiclesPercent Grade (%)Ffared Approach: Exists?/StorageLanesr^^€: * , , - -+. i ^-vvrr ! rvu!oLrvrr

1321.001320

0

01.00000

1LTR

801.00800

No

Delay, Queue Length, and Level of ServiceAnnrnr ah

MovementLane Conf ig

EB1LT

WB4

Northbound89

Southbound10 11 72

LTR

v (vph)C (n) (vph)v/c959 rrrrorra lannt ltutrY u

fnn+ral n^l a"VVITUIVf, UETOJ

LOSApproach DelayApproach LOS

81132B0.060.19

A

2r26r70.34L.521? q

B13.9

B

HCS+: Unslgnal ized Intersect ions Release 5.2

Chidi OnumonuAfbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa q1'7?'7

Phone: 909-483-4876 Fax: 909-98 g-Is i 6E-Ma11: onumonucGaol.com

An: I r rq l - .

Aconcrr /Cn

TWO-WAY STOP CONTROL (TWSC) ANALYSIS

Chidi OnumonuAlbert Wi lson & asso.

Date Performedz 2/6/2014Anal rrqi q Timo Por. i nr l . PM Prnia^+ D^^1.nr lqrJraJ r f rLLs !9! f ,vu. ! ! . t t !vJcuL rgd^

Intersect ion:Jur isdict ion:Uni ts: U. S. CustomaryAn:l r rq i q Yorr .

Proj . Drwy G Marygold Ave.San Bernardino County

? 0" ' \ Proi cr- t Onen i nrr Yoa r

Project ID: St ceorge Cathol- ic ChurchEast/West Street: Marygold AvenueNorth/South Street: Project DrwyIntersect ion Orientat ion: EW Study per iod (hrs) : 0.25

Vehicl-e Volumes and AdiustmentsMalorStreetMovements 1 2 3 4 5 6

LTRLTR

Vol-ume 81 I22 r74 1351.00 1.0028 34r\4 13s

Peak-Hour Factor, PHF 1.00 1.00Peak-15 Minute Volume 20 30Hourly Fl-ow Rate, HFR 81 I22Percent Heavy Vehj-cles 0 --Modi en Trrna /Sl_ nr:ao.Jr" /vuv!9Yv

RT Channel ized?T ^*^^!d l te5

Conf igurat ionUpstream Signal?

Undivided

01LT

No

10TR

No

Minor Street Movements 7 8 9 10 11 nLTRLTR

VolumePeak Hour Factor, PHFPeak-l5 Minute VofumeHourly Fl-ow Rate, HFRPercent Heavy Vehic lesPercent Grade (%) 0Fl-ared Approach: Exists?/StorageRT Channel ized?Lanesfanf i nrrrr l - i nn

r32 0 B01.00 1.00 1.0033 0 20r32 0 80000

0/wo/

010LTR


13 74 15 76

ts tAi^7 rn6d/hf I\yee/ rrr / 0000


TWO_WAY STOP CONTROL SIIMMARY

Analyst : Chidi onumonuAqency/Co.: Albert Wi lson & Asso.Date Performed: 2/6/2014Analysis Time per iod: pM proiect peakfntersect ion: proj . nrwy G San Bernardino AvJur isdict ion: San Bernardino CountvUnits: U. S. CuscomarvAnalysis Year: 2015 Openinq YearProject ID: St George Cathol ic ChurchEast/West Streec: San Bernardino AvenueNorth/South Street: proj . DrwyIntersect ion Orientat ion: EW S]_rrr l r r nar inr l /hrc\ .

yvr rvu \ r r ! u / . 0.25

Vehicle Volumes and AdiustmentsM: i nr Ql- raal- . Approach

MovementEastbound

2T

1L

3R L R

Westbound5T

Vol-umePeak-Hour Factor, PHFHourly Fl-ow Rate, HFRPercent Hearnr \ fehiCl_eSMadi rn Trrna/Ql-n!rr /v/

- -JrageRT Channel ized?!at lvJ

a'ar€1a' .*r+.1 a-vurr ! !Y u! q u IUl t

Upstream Signal?

2621.00262

'- .unoav]-0ed

1151.00115

101.00100

0

2341.00

1

No

10TR

NoLT

Mrnor Street: ApproachMovement

NorthboundBT

1L

q

R10L

T2R

Southbound11T

Vol-umePeak Hour Factor, PHFHourly Ffow Rate, HFRPereent Heavv VehicfesPercent Grade (?)Fl-ared Approach: Exists?/StorageLanes 0Conf iqurat ion

101.00700

01.00000

10LTR

421.00420

No

ApproachMovementr ^- .^ ^^*€i

*!d. l lc vurrr rv

rJerd.y,

I 'EI

T

QueueWB4LT

Length, and Level of ServiceNorthbound

B9LTR

I210Southbound

11

v (vph)

C (m) (vph)v/c95? crrrerre ' l enoth/v e Ysvsv

f -nntral I lo l arr

LOSApproach DelayApproach LOS

1011930.010.038.0

A

r125500.200 .1673.2

Bt3.2

B

HCS+: Unsignal ized

Chidi OnumonuAlbert WiIson & Associates10987 Deer Canyon DriveRancho CucamongaCa. 97731Phone: 909-483-4816E-Mai l : onumonucGaof.com


Fax: 909-989-1,516

TWO-WAY STOP CONTROL (TWSC) ANAIYSIS

Analyst: Chidi OnumonuAgency/Co.: Albert Wi lson & Asso.Date Performed: 2/6/2014Analysis Time per iod: pM project peakfntersect ion: proj . Drwy G San Bernardino AvJur isdict ion: San Bernardino CountyUnits: U. S. CustomaryAnalysis year: 2015 Openinq yearProject ID: St ceorge Cathof ic ChurchEast/West Street: San Bernardi_no AvenueNorth/South Street: proj . DrwyIntersect ion Ori_entat ion: EW Study per iod (hrs)

Adj ustmentsMajor Street Movements

L5T

0.25

Vehicl-e Volumes andr23LTR

t)

R

Volume 2621.0066262

.- .uno]-vl_ded

101.002100

0LT

Peak-Hour Factor, pHFPeak-15 Minute Vo]umeHourly Fl-ow Rate, HFRPercent Heavy Vehicl_esMedian Type/StorageRT Channel ized?Lanesann€i *r . r r f . i

^^vvrr ! rvu!qLrul l

Upstream Signal?

10TR

No

1151.0029

11'

2341.005B

?:n

1

No

Minor Street Movemencs 1L

8T

9R

10L

11T

l2R

VolumePeak Hour Factor, PHFPeak-15 Minute VolumeHourly Ffow Rate, HFRPA raon I l f aa rrrr \ /a l l i n I a aL I IgqVY VgII IUIEJ

101.001B'700

01.000000

10LTR

421.0010420

NoPercent Grade (%)Flared Approach: Exists?/StorageRT Channe] ized?Lanes 0Conf igurat ion

MovementsPedestr ian Volumes

13 74and Adjustments

15 16

FIow (ped/hr)


TWO-WAY STOP CONTROT. SI'IO{ARY

Analyst : Chidi OnumonuAgency/Co.: Albert Wi1son & Asso.Date Performed: 2/6/20L4Analysis Time Per iod: PM Project peakfntersect ion: Proj . Drwy G San Bernardino AvJur isdict ion: San Bernardino CountvUnits: U. S. CustomaryAnalysis Year: 2017 Opening YearProier: t TD: Si- Georoc Cefhol i C ChurchEast/West Street: San Bernardi-no Avenuer\ortn/ Soutn Street: Prol . urwyIntersect j -on Orientat ion: EW Study per iod (hrs) : 0.25

Vehicle Volumes and AdiustmentsMajor Street: Approach Eastbound Westbound

MovementI23l456LTRILTR

Volume 261 744 10 231Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00Hourly Flow Rate, HFR 261 I44 10 231Percent Heavy Vehic les 0 --Madi an Trzna,re+-13399 UndiVided /

RT Channel ized?Lanes1001Confrguratron TR LTUpstr6am Signal? No No

Minor Street: Approach Northbound SouthboundMovement7B9l1011t2

LTRILTR

Vol-ume 89 0 53Peak Hour Factor, PHF 1.00 1.00 1.00Hourly Fl-ow Rate, HER 89 0 53Percent Heavy Vehicl-es 0 0 0Percent Grade (?) 0Flared Approach: Exists?/Storage No /Lanes 0 1 0Conf isurat ion LTR

Delay, Queue Length, and Level of ServiceAnnroar-h EB WB Northbound SouthboundMovement7411B9l1011]-2Lane Config LT I f , fn I

v (vph)C (m) (vph)v/c95? orrrrrre I enoth/ -nnt rn l Tlol r r r

LOSApproach DelayAnnrna

^h T.nq

10115 90.010.038.1

f\

t42

0 .211.06r4.2

BL4.2

B

HCS+: Unsignal ized Intersect ions Refease 5.2

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa.9I137Phone: 909-483-4876E-Mai l : onumonucGaof.com

Fax: 909-98 9-151 6

TWO-WAY STOP CONTROL (TWSC) ANALYSIS

Analyst: Chidi OnumonuAcroncrr /Co-: Albert Wi lson & Asso.Date Performed: 2/6/201,4Ana I vs i s Ti me Per i nr i : PM Proi ect PeakIntersect ion: Proj . Drwy G San Bernardino AvJur isdict ion: San Bernardlno CountyUnits: U. S. CustomaryAnalysis Year: 2017 Opening YearProject ID: St George Cathol ic ChurchEast/West Street: San Bernardi-no AvenueNorth/South Street: Proj . DrwyIntersect ion Orientat ion: EW Study per iod (hrs): 0.25

Vehicl-e Vol-umes and AdiustmentsMa;orStreetMovements 1 2 3 4 5 6

LTRLTR

Vol-ume 261 144 10 231Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00Peak-15 Minute Vofume 61 36 2 59Hourly Fl-ow Rate, HFR 261 I44 10 231Percent Heavy Vehic les 0 --Median Type/Storage Undivided /RT Channel ized?Lanes1001Conf iqurat ion TR LTUpstream Siqnal-? No No

Minor Street Movements 7 B 9 10 11 12LTRLTR

Vol-ume 89 0 53Peak Hour Factor, PHE 1.00 1.00 1.00Peak-15 Minute Volume 22 0 13Hourly Flow Rate, HFR 89 0 53Percent Heavy Vehic les 0 0 0Percent Grade (%) 0Fl-ared Approach: Exists?/Storage No /Kt unannel ] -zeoiLanes 0 1 0Conf iqurat ion LTR


13 14 15 L6

F l nt^r /nar l /h r \\yvv/ r r ! / 0000

AnaIYst:AgencY/Co. :Date Performed:Analysis Time Per iod:Intersect lon:. lur isdict ion:

i lCS+: Unsignalrzed Intersect ions Release

TWO_WAY STOP CONTROL SUMMARY

Chidi OnumonuAlbert Wi lson & Asso'

2/6/2014PM Project PeakProj. brwY G San Bernardino Av

San Bernardino CountY

3.L

Study per iod (hrs): 0.25

Units: U. S. CustomarYAnalysis Year: 2035 oPening Year

Project ID: St George Cathol ic Church

East/West Street: San Bernardino Avenue

North/South Street: Proj ' DrwY

Intersect ion or ientat ion: EW

\ /ah 1 a I A Volumes and AdjustmentsEastbound

2T

Ma;or Street: 7t^nrnr nh^PI/ !

vqv!1

Movement

Westbound5T

h

a1L

3R

l4lL

VolumePeak-Hour Factor, PHF

Hourly Fl-ow Rate, HFR

Percent HeavY Vehicfes

Median TYPe/StorageRT Channel ized?Ld]ICJ

r-nn€in ' r ra l - innvvrr ! f Y

Upstream Siqnal?

3201.00320

Undivided

L441.00r44

101.00100

0

2841.00284

1

No

10TR

NoLT


Northbound8T

1L

9t(

10L

I2R

Southbound11T

Vol-umePeak Hour Factor, PHFHourly Fl-ow Rate' HFRPcrr-cn1- Heavv Vehic lese .rve w

J

Percent Grade (%)Fl-ared Approach: Exists?/StorageLanes 0^^-

F. l ^ , ,*a+. i

nn\-(J l l r r9u!oL!vr i

B91.00890

01.00000

10LTR

531.00530

No

ApproachMovementLane Conf ig

Delay, QueueEB WBI4

LT

Lenqth, and Level- of ServlceNorthbound

89LTR

LZ10Southbound

11

v (vph)c (m) (vph)v/c958 queue lengthControl DeJ-ayLOSApproach DelayApproach LOS

10110 B0.010.038.3

A

r424750.307.2415. B

(.

15. B(.

HCS+: Unsignal ized

Chidi OnumonuAlbert Wi lson & Associates10987 Deer Canyon DriveRancho CucamongaCa.97737Phone: 909-483-487 6E-Mai l : onumonucGaol- .com

Analysis Time Per iod: PM Project PeakIntersect ion:Jur isdict ion:Uni ts: U. S. CustomaryAn:l r rq iq Yorr .


Fax: 909-989-1576

T?{O-'{AY STOP CONTROL (TWSC) ANALYS]S

Chidl OnumonuAfbert Wi]son & Asso.2/6/20l-4

Proj . Drwy G San Bernardino AvSan Bernardino County

2035 Opening Year

Sftrdrr nor ior l /hre\ .\ r r ! u / . 0.25

rnr{ Ar l i r rqfmonl-c

34RL

5T

Analyst :Aaonrt t /?a

/ vv. .

Date Performed:

Project ID: St George Cathol- ic ChurchEast/West Street: San Bernardino AvenueNorth/South Street: Proj . Drwyfntersect ion Orientat ion: EW

Major Street MovementsVehicle Vol-umes

I2LT

VolumePeak-Hour Factor, PHFPeak-15 Minute VolumeHourly Flow Rate, HFRPercent Heavy VehicfesMor{ i an Trrno/( l -n

- )y- t - - - rageRT Channel ized?Lanesf 'nnf i r r r r ra i - inn

Upstream Signal?

3201.00BO320

' ' - 'uno1v]-0eo

NoLT

0TR

r441.00361.4 4

101.002100

0

2841.001T

'_2n

1

No

Minor Street Movements 1L

q

R

H

T10

L11

TI2

R

VolumePeak Hour Factor, PHFPeak-15 Minute VolumeHourly Flow Rate, HFRPercent Heavy Vehic lesPercent Grade (8)Fl-ared Approach: Exists?/StorageRT Channel ized?Lanes 0Conf igurat ion

B91.00)2

B90

01.000000

10LTR

531.0013530

No

Movements

Pedestr ian Volumes13 14

and Adjustments15 16

E l nr^r /nad /hr\\ t /vv/ r r - /

APPENDIX CTRAFFIC VOLUME EXPANSION FACTORS

TRAFFIC VOLUME EXPANSION FACTORSTRAFFIC DIVISION

TRAFFIC PLANNING RESEARCH SECTIONJAN 2O1O

YARDNUMBER

MASTERSTATION LOCATION

UPDATING FACTORS PROJECTING YEARS1 YEAR(2010)

2 YEAR(2011)

3 YEARl2o12l

4 YEAR(2013)

5 YEAR(20141

,IO YEARS2020

20 YEAR2030

25 YEAR2035

1 1 CENTRAL AVE S,MISSION AVE 1.010 1.O20 1.030 1.041 1.051 1 .105 1.no 1.282

3 22 SLOVERAVE E, LOCUST 1.010 1.020 1.030 1.O41 1.051 1 .105 1.220 1.282

5 BASE LINE ST E^/V, STERLING AVE 1.010 1.O20 1.030 1.O41 1.051 1 .105 1.220 1.282

5 LUGONIAAVE E^/v, ALABAMA ST 1.030 1.061 1 no? 1j26 1 .159 1.344 1.806 2.O94

6 YUCAIPA BLVD EA/V, 14TH ST 1 .010 1.020 1.030 1.441 1.051 1 .'t05 1.220 1.282

7,9 I SH 18 E, LAKE GREGORY DR 1.010 1.02A 1.030 1.O41 1.051 1 .105 1.no | .262

I 19 BALDWIN LANE W, SR38 1.010 1.020 1.030 LO41 1.051 1.105 1.?:20 1.282

10 10 SH 62 E, OLD WOMAN SPRINGS RD (SH 247) 1.010 1.O20 1.030 1.041 1.051 1 .105 1.no 1.282

11 NATIONAL TRAILS S, VISTA RD 1 .010 1.O20 1.030 1.041 1.051 1 {nE 1.m 1.282

t l 18 PHETAN RD E^//, JOHNSON RD 1.020 1.040 1.061 1.O82 1j04 t .z tJ 1.486 1.641

12 tz OLD HWY 58 E,DOBBS RD 1.024 1.040 1.061 1.082 1.104 1,219 1.486 1.641

13 13 TRONA RD N, LAKE VIEW DR 1.010 1.020 1.030 1.O4',1 1.051 '1 . '105 1.220 't.282

15,2 15 RIO MESA DR S.AOUEDUCT RD(SH 62) 1 .010 1.020 1.030 1.O41 1.051 1.105 1.20 1.282

16 21 RYSTALCREEKRD S, SR18 1.010 1.020 1.030 1.O41 1.051 1.105 1.220 1.282

16 16 OENTRAL RD N, BEAR VALLEY RD 1 .010 1.020 1.030 1.041 1.051 1.105 1.220 1.282

COUNTY AVEMGE

EAST VALLEY AVERAGEWEST VALLEY AVERAGE

1 .013

1.0171.010

1.426

1.0341.020

1.039

1.0511.030

1.O52

1.0691.041

1.065

1.0871.051

1 .136

1.1841 .105

1.n51.4151.220

1.384

1.5531.282

hRT-adj -0.1 -0.6 hHV-adj L.7 I.1 I.7 hadj, computed 0.1 ......Ana'l rrqi q Voar. ALI,-IdAY STOP...

Documents

Transcript of hRT-adj -0.1 -0.6 hHV-adj L.7 I.1 I.7 hadj, computed 0.1 ......Ana'l rrqi q Voar. ALI,-IdAY STOP...