Bueno colegas les dejo el HCM 200 en español para todos los especialistas en transito y transportes.Descripción completa
Bueno colegas les dejo el HCM 200 en español para todos los especialistas en transito y transportes.
Signalized Intersection A This calculation tool is designed to quick estimate the signalized intersection delay and Level of 2010). , specify the orders of signal phases and rings. rings. “Parameters” “Parameters” worksheet worksheet requires no inputs inputs but da and listed in this worksheet. It is recommended to use local parameters if available. This tool only considers considers pre-timed pre-timed signaliza signalization tion type and automob automobile ile mode mode.. The The impact impactss of conf considered. considered. Approach Approach and intersection control delay delay includes includes both uniform delay and and increment increment automatic calculation process in "Analysis" "Analysis" workshee worksheett is read-only read-only and modification modification on these these ce The instruc instructions tions and and definitio definitions ns of variab variables les or para paramete meters rs can be found found in pop-o pop-out ut commen commentt b outcomes. Please enable Marco feature in order to run this model. Disclaimer: This This analys analysis is tool tool imple implement mentss the proce procedur dures es defin defined ed in Chap Chapter ter 18 and and Chapt Chapter er 31 of the the Highw Highway ay Cap Cap in this analys analysis is tool are estimates. estimates. Actual Actual performanc performance e may vary and the the author of this this tool will will in no w
alysis Tool Based on HCM 2010 ervice (LOS) based on the pre-timed methodology methodology provided in Highway Capacit
ta mod modifi ifica catio tion n is allo allowe wed. d. Def Defau ault lt par param amet eter erss for for inte inters rsec ecti tion on con condi ditio tion n are are ext ext
icts icts betw betwee een n pede pedest stri rian an and and vehi vehicl cles es and and bicy bicycle cless and and vehi vehicl cles es on inte inters rsec ecti tion on c al delay. delay. Extra Extra delay delay due to initial initial existen existence ce of queue queue prior prior to analysi analysiss period period is n lls is disabled. The analysis results are summarized in "Outputs" worksheet. x, which may assist in guiding users through the process of entering data and u
acity acity Man Manua uall (HCM (HCM 2010 2010)) to dete determi rmine ne del delay ay and and LOS LOS for for prepre-ti timed med sign signal aliz ized ed int inters ersec ec y be held held accountab accountable le for practical practical results results that that differ differ from from the estimates estimates provided provided by t
M International Inc. 2012 , All Rights Reserved
Analysis
Manual 2010 (HCM . racted from HCM 2010
pacity are not ot specified. The derstanding the
tions. All values reported his tool.
INPUTS WORKSHEET *Inputs at the rows or columns noted by yellow arrow
1044 2
Warning! Data can not be recovered once cleared
TH+RT
Vol
No. of Lane
EB
71
1
LT
1
LT+TH
0
LT+TH+RT
0
LT+RT
0
TH
0
2
RT
424
2
TH+RT
0
2
1
Choose
NB
LT
No. of Lane
1
Volume
133
Approach
Movement
Number of Lanes
Shared Lanes
Adj. Volume
LT
1
NO
133
TH+RT NA
2
TH+RT NA
1755 0
SB
LT TH+RT NA
1 2
NO TH+RT NA
194 1044 0
EB
LT TH+RT NA
1 2
NO TH+RT NA
71 424 0
WB
LT TH+RT NA
1 2
NO TH+RT NA
118 624 0
NB
194
Volume
1
No. of Lane
SB
RT
TH
LT+RT
LT+TH+RT
LT+TH
LT
0
0
0
0
0
1
2
0
0
0
0
0
1
0
0
0
0
0
2
LT+TH
LT+TH+RT
LT+RT
TH
RT
TH+RT
2 1755
1 0 0 1 0 0 1 0 0 1 0 0
GO TO ? Phasing Design
2
624
LT
1
118
WB
No. of Lane
Vol
TH+RT
RT
TH
LT+RT
LT+TH+RT
LT+TH
PHASING DESIGN WORKSHEET A. Singal Phase Design
(leading protected turning if applicable)
E/W 1
Choose
PED
YES
1
Choose 1
RT
YES
1
TH
YES
1
LT
YES
Choose
YES
LT
1
YES
TH
1
YES
RT
1
1
Choose
PED
YES
3
N/S 1 YES
Choose
NO
RT
TH
LT
Choose
0
PED
0
1
0
Choose
1
0
0
LT
TH
RT
YES
1
B. Overlapping and Protected Movements Choose
Choose
Approach
Movement
Overlapping?
Protected?
YES
YES
NB
LT TH+RT NA
YES
YES
SB
LT TH+RT NA
EB
LT TH+RT NA
WB
LT TH+RT NA
GO TO ? Warning! Data can not be recovered once cleared
Outputs
E/W 2
Choose
Parameters
PED 0
Choose Analysis
Choose
LT
0
TH
0
RT
0
0
RT
0
TH
0
LT
0
Choose
PED 0
N/S 2 Choose
YES
YES
YES
YES
RT
TH
LT
Choose
1
PED
0
1
1
1
PED 1
1
LT
TH
YES
YES
Choose Choose
2
6
1
PED
1
RT
YES Choose
YES
Parameters Worksheet PHF Area Type Base Saturation Rate Percentage of Heavy Vehicles Approach Grade Hourly Parking Maneuvers Hourly Bus Stop Rate Lane Width Loss time per Phase
Analysis
1.00 0.90 1900 2 0 0 0 12 4
Urban pcu/h % %
ft sec
Operation Analysis Worksheet A. Ad usred Saturation Flow Rate Approach NB
SB
EB
WB
Movement
Number of Lanes
LT TH+RT NA LT TH+RT NA LT TH+RT NA LT TH+RT NA
1 2 0 1 2 0 1 2 0 1 2 0
B. Signal Timing and Allocation Approach NB
SB
EB
WB
Movement LT TH+RT NA LT TH+RT NA LT TH+RT NA LT TH+RT NA No. of Overlapping Mov. :
