{
|
"Area" : {
|
"Last timestamp update" : "2023-12-13T13:06:39.866Z",
|
"Last timestamp information update" : "2023-11-17T11:06:36.749Z",
|
"Last timestamp status update" : "2023-12-13T13:06:39.866Z",
|
"Last timestamp alarms update" : "2023-12-13T13:03:45.655Z",
|
"Last timestamp configuration update" : "2023-12-13T13:05:59.035Z",
|
"Device information" : {
|
"Area information" : {
|
"Identifier" : "area-kielce-1",
|
"Creation date" : "2023-11-17T11:06:36.749Z",
|
"Server address" : "10.100.102.106",
|
"Server port" : 5210,
|
"Server address external" : "0.0.0.0",
|
"Server port external" : 5210,
|
"Server service name" : "area",
|
"Number" : 0,
|
"Group" : "KIELCE",
|
"Name" : "Kielce",
|
"Description" : "Area Kielce",
|
"Longitude" : 0.0,
|
"Latitude" : 0.0,
|
"Latitude offset" : 0.0,
|
"Longitude offset" : 0.0,
|
"Alarms" : [ ],
|
"Polygon" : [ ],
|
"Polling" : 0
|
}
|
},
|
"Device configuration" : {
|
"Area configuration" : {
|
"Configuration" : {
|
"Calendars" : {
|
"14122023" : {
|
"Strategy number" : 1,
|
"Timestamp" : 1702508400000
|
},
|
"15122023" : {
|
"Strategy number" : 1,
|
"Timestamp" : 1702594800000
|
},
|
"13122023" : {
|
"Strategy number" : 1,
|
"Timestamp" : 1702422000000
|
}
|
},
|
"Default strategy" : 1,
|
"Junctions" : [
|
{
|
"Access" : [
|
{
|
"Acces number" : 5,
|
"Coordination group" : 1,
|
"Description" : "Cruce: 500 Sentido: NE-SO",
|
"Distance to stop line" : 36,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 37,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 12,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1522,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1522,
|
"Intensity of saturation of the movement by lane during night hours" : 1522,
|
"Intensity of saturation of the movement by lane during normal hours" : 1522,
|
"Name" : "50051",
|
"Number" : 50051,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 59,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 32,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 40,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 29,
|
"Point" : "7005001"
|
},
|
{
|
"Group" : 1,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1601,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1597,
|
"Intensity of saturation of the movement by lane during night hours" : 1659,
|
"Intensity of saturation of the movement by lane during normal hours" : 1620,
|
"Name" : "50052",
|
"Number" : 50052,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 41,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 68,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 60,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 71,
|
"Point" : "7005001"
|
}
|
],
|
"Name" : "5005",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 6,
|
"Coordination group" : 2,
|
"Description" : "Cruce: 500 Sentido: SE-NO",
|
"Distance to stop line" : 51,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 42,
|
"Junction from" : "03000",
|
"Length" : 167,
|
"Movements" : [
|
{
|
"Group" : 2,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1837,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1837,
|
"Intensity of saturation of the movement by lane during night hours" : 1837,
|
"Intensity of saturation of the movement by lane during normal hours" : 1837,
|
"Name" : "50063",
|
"Number" : 50063,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7005002"
|
},
|
{
|
"Group" : 3,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during night hours" : 1770,
|
"Intensity of saturation of the movement by lane during normal hours" : 1770,
|
"Name" : "50064",
|
"Number" : 50064,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7005002"
|
}
|
],
|
"Name" : "5006",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 7,
|
"Coordination group" : 4,
|
"Description" : "Cruce: 500 Sentido: SO-NE",
|
"Distance to stop line" : 29,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 37,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 13,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1208,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1208,
|
"Intensity of saturation of the movement by lane during night hours" : 1208,
|
"Intensity of saturation of the movement by lane during normal hours" : 1208,
|
"Name" : "50075",
|
"Number" : 50075,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7005004"
|
},
|
{
|
"Group" : 4,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1380,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1434,
|
"Intensity of saturation of the movement by lane during night hours" : 1572,
|
"Intensity of saturation of the movement by lane during normal hours" : 1427,
|
"Name" : "50076",
|
"Number" : 50076,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7005004"
|
}
|
],
|
"Name" : "5007",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 8,
|
"Coordination group" : 5,
|
"Description" : "Cruce: 500 Sentido: NO-SE",
|
"Distance to stop line" : 44,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 42,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 5,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1842,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1842,
|
"Intensity of saturation of the movement by lane during night hours" : 1846,
|
"Intensity of saturation of the movement by lane during normal hours" : 1842,
|
"Name" : "50087",
|
"Number" : 50087,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 55,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 60,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 62,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 66,
|
"Point" : "7005007"
|
},
|
{
|
"Group" : 6,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during night hours" : 1770,
|
"Intensity of saturation of the movement by lane during normal hours" : 1770,
|
"Name" : "50088",
|
"Number" : 50088,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 45,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 40,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 38,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 34,
|
"Point" : "7005007"
|
}
|
],
|
"Name" : "5008",
|
"Occupancy threshold" : 90
|
}
|
],
|
"Calculation coefficient" : 100,
|
"Controller" : "controller-kielce-00500",
|
"Default Y" : 0.97,
|
"Description" : " 1 Maja - Częstochowska",
|
"Group" : "KIELCE",
|
"Identifier" : "05000",
|
"Limit maximum number of broken detectors to calculate plans" : 2,
|
"Maximum split change" : 3,
|
"Name" : " 1 Maja - Częstochowska",
|
"Offset dependency parameter" : 0,
|
"Offsets dependency" : false,
|
"Operation mode" : 1,
|
"Permitted saturation index" : 98,
|
"Semiactuated type" : 1,
|
"Split calculation" : 2,
|
"Split type" : 1,
|
"Splits dependency" : false,
|
"Structures" : [
|
{
|
"Minimum difference value for a valid split" : 10,
|
"Number" : 1,
|
"Sequences" : [
|
{
|
"Number" : 1,
|
"Sequence phases" : [
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 81,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 3,
|
"Group Type" : 1,
|
"Group number" : 5,
|
"Percentage of phase assigned" : 71,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 3,
|
"Group Type" : 1,
|
"Group number" : 7,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 9,
|
"Percentage of phase assigned" : 71,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 50,
|
"Minimum phase time" : 30,
|
"Phase" : 1,
|
"Phase movements" : [
|
{
|
"Movement" : 50063,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 50087,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 19,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 13,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 18,
|
"Minimum phase time" : 5,
|
"Phase" : 2,
|
"Phase movements" : [
|
{
|
"Movement" : 50063,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 50064,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 50075,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 5,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 4,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 6,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 8,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 10,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 11,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 9,
|
"Minimum phase time" : 9,
|
"Phase" : 3,
|
"Phase movements" : [
|
{
|
"Movement" : 50052,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 50076,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 3,
|
"Group Type" : 1,
|
"Group number" : 4,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 5,
|
"Minimum phase time" : 5,
|
"Phase" : 4,
|
"Phase movements" : [
|
{
|
"Movement" : 50052,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 50076,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 5,
|
"Percentage of phase assigned" : 29,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 6,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 9,
|
"Percentage of phase assigned" : 29,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 4,
|
"Group Type" : 1,
|
"Group number" : 12,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 6,
|
"Minimum phase time" : 5,
|
"Phase" : 5,
|
"Phase movements" : [
|
{
|
"Movement" : 50087,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 50088,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 50051,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
}
|
]
|
}
|
],
|
"Splits" : [
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 1,
|
"Phases times percentage" : [
|
46.47,
|
25.35,
|
12.67,
|
7.04,
|
8.45
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 2,
|
"Phases times percentage" : [
|
42.62,
|
21.31,
|
14.75,
|
9.83,
|
11.47
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 3,
|
"Phases times percentage" : [
|
54.92,
|
16.9,
|
12.67,
|
8.45,
|
7.04
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 4,
|
"Phases times percentage" : [
|
39.21,
|
21.56,
|
17.64,
|
11.76,
|
9.8
|
]
|
}
|
]
|
}
|
],
|
"Subcontroller" : 1,
|
"Traffic load limit" : 24,
|
"Used for cycle calculation" : true,
|
"default structure" : 1,
|
"x" : 0.0,
|
"y" : 0.0
|
},
|
{
|
"Access" : [
|
{
|
"Acces number" : 6,
|
"Coordination group" : 1,
|
"Description" : "Cruce: 300 Sentido: SE-NO",
|
"Distance to stop line" : 40,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 4,
|
"Junction from" : "04400",
|
"Length" : 303,
|
"Movements" : [
|
{
|
"Group" : 1,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during night hours" : 1863,
|
"Intensity of saturation of the movement by lane during normal hours" : 1863,
|
"Name" : "30061",
|
"Number" : 30061,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7003001"
|
}
|
],
|
"Name" : "3006",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 7,
|
"Coordination group" : 0,
|
"Description" : "Cruce: 300 Sentido: SO-NE",
|
"Distance to stop line" : 40,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 5,
|
"Length" : 9,
|
"Movements" : [
|
{
|
"Group" : 3,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during night hours" : 1863,
|
"Intensity of saturation of the movement by lane during normal hours" : 1863,
|
"Name" : "30072",
|
"Number" : 30072,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7003001"
|
}
|
],
|
"Name" : "3007",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 8,
|
"Coordination group" : 2,
|
"Description" : "Cruce: 300 Sentido: NO-SE",
|
"Distance to stop line" : 0,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 4,
|
"Junction from" : "05000",
|
"Length" : 167,
|
"Movements" : [
|
{
|
"Group" : 2,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during night hours" : 1863,
|
"Intensity of saturation of the movement by lane during normal hours" : 1863,
|
"Name" : "30083",
|
"Number" : 30083,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7003003"
|
}
|
],
|
"Name" : "3008",
|
"Occupancy threshold" : 90
|
}
|
],
|
"Calculation coefficient" : 100,
|
"Controller" : "controller-kielce-00300",
|
"Default Y" : 0.97,
|
"Description" : " 1 Maja - ul. Poprzeczna - PDP",
|
"Group" : "KIELCE",
|
"Identifier" : "03000",
|
"Limit maximum number of broken detectors to calculate plans" : 2,
|
"Maximum split change" : 3,
|
"Name" : " 1 Maja - ul. Poprzeczna - PDP",
|
"Offset dependency parameter" : 0,
|
"Offsets dependency" : false,
|
"Operation mode" : 1,
|
"Permitted saturation index" : 98,
|
"Semiactuated type" : 1,
|
"Split calculation" : 2,
|
"Split type" : 0,
|
"Splits dependency" : false,
|
"Structures" : [
|
{
|
"Minimum difference value for a valid split" : 10,
|
"Number" : 1,
|
"Sequences" : [
|
{
|
"Number" : 1,
|
"Sequence phases" : [
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 79,
|
"Minimum phase time" : 20,
|
"Phase" : 1,
|
"Phase movements" : [
|
{
|
"Movement" : 30061,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 30083,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 5,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 4,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 5,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 73,
|
"Minimum phase time" : -14,
|
"Phase" : 2,
|
"Phase movements" : [
|
{
|
"Movement" : 30072,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
}
|
]
|
}
|
],
|
"Splits" : [
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 1,
|
"Phases times percentage" : [
|
85.56,
|
14.43
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 2,
|
"Phases times percentage" : [
|
83.9,
|
16.09
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 3,
|
"Phases times percentage" : [
|
85.56,
|
14.43
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 4,
|
"Phases times percentage" : [
|
81.81,
|
18.18
|
]
|
}
|
]
|
}
|
],
|
"Subcontroller" : 1,
|
"Traffic load limit" : 24,
|
"Used for cycle calculation" : false,
|
"default structure" : 1,
|
"x" : 0.0,
|
"y" : 200.0
|
},
|
{
|
"Access" : [
|
{
|
"Acces number" : 5,
|
"Coordination group" : 1,
|
"Description" : "Cruce: 440 Sentido: NE-SO",
|
"Distance to stop line" : 60,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 37,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 1,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 2840,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 2840,
|
"Intensity of saturation of the movement by lane during night hours" : 2964,
|
"Intensity of saturation of the movement by lane during normal hours" : 2773,
|
"Name" : "44051",
|
"Number" : 44051,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7004401"
|
}
|
],
|
"Name" : "4405",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 6,
|
"Coordination group" : 2,
|
"Description" : "Cruce: 440 Sentido: SE-NO",
|
"Distance to stop line" : 64,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 33,
|
"Junction from" : "00100",
|
"Length" : 377,
|
"Movements" : [
|
{
|
"Group" : 2,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1738,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1738,
|
"Intensity of saturation of the movement by lane during night hours" : 1738,
|
"Intensity of saturation of the movement by lane during normal hours" : 1738,
|
"Name" : "44062",
|
"Number" : 44062,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7004402"
|
},
|
{
|
"Group" : 3,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during night hours" : 1770,
|
"Intensity of saturation of the movement by lane during normal hours" : 1770,
|
"Name" : "44063",
|
"Number" : 44063,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7004403"
|
}
|
],
|
"Name" : "4406",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 7,
|
"Coordination group" : 4,
|
"Description" : "Cruce: 440 Sentido: SO-NE",
|
"Distance to stop line" : 0,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 37,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 4,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1619,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1619,
|
"Intensity of saturation of the movement by lane during night hours" : 1617,
|
"Intensity of saturation of the movement by lane during normal hours" : 1611,
|
"Name" : "44074",
|
"Number" : 44074,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7004403"
|
}
|
],
|
"Name" : "4407",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 8,
|
"Coordination group" : 5,
|
"Description" : "Cruce: 440 Sentido: NO-SE",
|
"Distance to stop line" : 60,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 33,
|
"Junction from" : "03000",
|
"Length" : 303,
|
"Movements" : [
|
{
|
"Group" : 5,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1859,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1859,
|
"Intensity of saturation of the movement by lane during night hours" : 1859,
|
"Intensity of saturation of the movement by lane during normal hours" : 1859,
|
"Name" : "44085",
|
"Number" : 44085,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7004404"
|
},
|
{
|
"Group" : 6,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during night hours" : 1770,
|
"Intensity of saturation of the movement by lane during normal hours" : 1770,
|
"Name" : "44086",
|
"Number" : 44086,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7004405"
|
}
|
],
|
"Name" : "4408",
|
"Occupancy threshold" : 90
|
}
|
],
|
"Calculation coefficient" : 100,
|
"Controller" : "controller-kielce-00440",
|
"Default Y" : 0.97,
|
"Description" : " 1 Maja - Pawia - M.C.Skłodowskiej",
|
"Group" : "KIELCE",
|
"Identifier" : "04400",
|
"Limit maximum number of broken detectors to calculate plans" : 2,
|
"Maximum split change" : 3,
|
"Name" : " 1 Maja - Pawia - M.C.Skłodowskiej",
|
"Offset dependency parameter" : 0,
|
"Offsets dependency" : false,
|
"Operation mode" : 1,
|
"Permitted saturation index" : 98,
|
"Semiactuated type" : 1,
|
"Split calculation" : 2,
|
"Split type" : 1,
|
"Splits dependency" : false,
|
"Structures" : [
|
{
|
"Minimum difference value for a valid split" : 10,
|
"Number" : 1,
|
"Sequences" : [
|
{
|
"Number" : 1,
|
"Sequence phases" : [
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 71,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 1,
|
"Group Type" : 1,
|
"Group number" : 5,
|
"Percentage of phase assigned" : 79,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 2,
|
"Group Type" : 1,
|
"Group number" : 7,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 2,
|
"Group Type" : 1,
|
"Group number" : 8,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 11,
|
"Percentage of phase assigned" : 79,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 50,
|
"Minimum phase time" : 32,
|
"Phase" : 1,
|
"Phase movements" : [
|
{
|
"Movement" : 44062,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 44085,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 29,
|
"Transition time (entry)" : 6,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 6,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 6,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 15,
|
"Minimum phase time" : 5,
|
"Phase" : 2,
|
"Phase movements" : [
|
{
|
"Movement" : 44062,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 44063,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 6,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 4,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 6,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 9,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 6,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 10,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 12,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 13,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 30,
|
"Minimum phase time" : 10,
|
"Phase" : 3,
|
"Phase movements" : [
|
{
|
"Movement" : 44051,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 44074,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 4,
|
"Percentage of phase assigned" : 50,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 11,
|
"Minimum phase time" : 5,
|
"Phase" : 4,
|
"Phase movements" : [
|
{
|
"Movement" : 44051,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 44074,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 5,
|
"Percentage of phase assigned" : 21,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 6,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 11,
|
"Percentage of phase assigned" : 21,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 9,
|
"Minimum phase time" : 5,
|
"Phase" : 5,
|
"Phase movements" : [
|
{
|
"Movement" : 44085,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 44086,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
}
|
]
|
}
|
],
|
"Splits" : [
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 1,
|
"Phases times percentage" : [
|
42.66,
|
17.33,
|
13.33,
|
14.66,
|
12.0
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 2,
|
"Phases times percentage" : [
|
41.53,
|
16.92,
|
15.38,
|
15.38,
|
10.76
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 3,
|
"Phases times percentage" : [
|
45.33,
|
12.0,
|
13.33,
|
20.0,
|
9.33
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 4,
|
"Phases times percentage" : [
|
34.54,
|
12.72,
|
18.18,
|
18.18,
|
16.36
|
]
|
}
|
]
|
}
|
],
|
"Subcontroller" : 1,
|
"Traffic load limit" : 24,
|
"Used for cycle calculation" : true,
|
"default structure" : 1,
|
"x" : 0.0,
|
"y" : 400.0
|
},
|
{
|
"Access" : [
|
{
|
"Acces number" : 6,
|
"Coordination group" : 1,
|
"Description" : "Cruce: 10 Sentido: SE-NO",
|
"Distance to stop line" : 71,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 43,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 1,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during night hours" : 1863,
|
"Intensity of saturation of the movement by lane during normal hours" : 1863,
|
"Name" : "1061",
|
"Number" : 1061,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000101"
|
},
|
{
|
"Group" : 2,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during night hours" : 1770,
|
"Intensity of saturation of the movement by lane during normal hours" : 1770,
|
"Name" : "1062",
|
"Number" : 1062,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000102"
|
}
|
],
|
"Name" : "0106",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 7,
|
"Coordination group" : 3,
|
"Description" : "Cruce: 10 Sentido: SO-NE",
|
"Distance to stop line" : 59,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 37,
|
"Junction from" : "00200",
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 3,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1583,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1583,
|
"Intensity of saturation of the movement by lane during night hours" : 1583,
|
"Intensity of saturation of the movement by lane during normal hours" : 1583,
|
"Name" : "1073",
|
"Number" : 1073,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000103"
|
},
|
{
|
"Group" : 4,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during night hours" : 1770,
|
"Intensity of saturation of the movement by lane during normal hours" : 1770,
|
"Name" : "1074",
|
"Number" : 1074,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000104"
|
},
|
{
|
"Group" : 9,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1583,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1583,
|
"Intensity of saturation of the movement by lane during night hours" : 1583,
|
"Intensity of saturation of the movement by lane during normal hours" : 1583,
|
"Name" : "1075",
|
"Number" : 1075,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000103"
|
}
|
],
|
"Name" : "0107",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 8,
|
"Coordination group" : 5,
|
"Description" : "Cruce: 10 Sentido: NO-SE",
|
"Distance to stop line" : 49,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 43,
|
"Junction from" : "04400",
|
"Length" : 377,
|
"Movements" : [
|
{
|
"Group" : 10,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 2278,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1863,
|
"Intensity of saturation of the movement by lane during night hours" : 2911,
|
"Intensity of saturation of the movement by lane during normal hours" : 2244,
|
"Name" : "1086",
|
"Number" : 1086,
|
"Number of lanes associated with saturation intensity" : 1,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000105"
|
},
|
{
|
"Group" : 6,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 978,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 0,
|
"Intensity of saturation of the movement by lane during night hours" : 1514,
|
"Intensity of saturation of the movement by lane during normal hours" : 1058,
|
"Name" : "1087",
|
"Number" : 1087,
|
"Number of lanes associated with saturation intensity" : 0,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 0,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000106"
|
}
|
],
|
"Name" : "0108",
|
"Occupancy threshold" : 90
|
}
|
],
|
"Calculation coefficient" : 100,
|
"Controller" : "controller-kielce-00010",
|
"Default Y" : 0.97,
|
"Description" : " Jagiellońska-1 Maja",
|
"Group" : "KIELCE",
|
"Identifier" : "00100",
|
"Limit maximum number of broken detectors to calculate plans" : 2,
|
"Maximum split change" : 3,
|
"Name" : " Jagiellońska-1 Maja",
|
"Offset dependency parameter" : 0,
|
"Offsets dependency" : false,
|
"Operation mode" : 1,
|
"Permitted saturation index" : 98,
|
"Semiactuated type" : 1,
|
"Split calculation" : 2,
|
"Split type" : 1,
|
"Splits dependency" : false,
|
"Structures" : [
|
{
|
"Minimum difference value for a valid split" : 10,
|
"Number" : 1,
|
"Sequences" : [
|
{
|
"Number" : 1,
|
"Sequence phases" : [
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 4,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 53,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 1,
|
"Group Type" : 1,
|
"Group number" : 5,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 7,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 2,
|
"Group Type" : 1,
|
"Group number" : 8,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 9,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 50,
|
"Minimum phase time" : 30,
|
"Phase" : 1,
|
"Phase movements" : [
|
{
|
"Movement" : 1061,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 36,
|
"Transition time (entry)" : 10,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 9,
|
"Group Type" : 1,
|
"Group number" : 4,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 10,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 10,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 6,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 10,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 9,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 9,
|
"Percentage of phase assigned" : 36,
|
"Transition time (entry)" : 10,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 10,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 8,
|
"Group Type" : 1,
|
"Group number" : 10,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 10,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 30,
|
"Minimum phase time" : 5,
|
"Phase" : 2,
|
"Phase movements" : [
|
{
|
"Movement" : 1073,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 1074,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 1087,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 1075,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 1086,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 14,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 47,
|
"Transition time (entry)" : 14,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 14,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 14,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 1,
|
"Group Type" : 1,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 64,
|
"Transition time (entry)" : 14,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 1,
|
"Group Type" : 1,
|
"Group number" : 9,
|
"Percentage of phase assigned" : 64,
|
"Transition time (entry)" : 14,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 20,
|
"Minimum phase time" : 10,
|
"Phase" : 3,
|
"Phase movements" : [
|
{
|
"Movement" : 1061,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 1062,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 1073,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 1075,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
}
|
]
|
}
|
],
|
"Splits" : [
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 1,
|
"Phases times percentage" : [
|
50.64,
|
19.48,
|
29.87
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 2,
|
"Phases times percentage" : [
|
41.79,
|
20.89,
|
37.31
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 3,
|
"Phases times percentage" : [
|
49.35,
|
19.48,
|
31.16
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 4,
|
"Phases times percentage" : [
|
40.35,
|
24.56,
|
35.08
|
]
|
}
|
]
|
}
|
],
|
"Subcontroller" : 1,
|
"Traffic load limit" : 24,
|
"Used for cycle calculation" : true,
|
"default structure" : 1,
|
"x" : 0.0,
|
"y" : 600.0
|
},
|
{
|
"Access" : [
|
{
|
"Acces number" : 5,
|
"Coordination group" : 1,
|
"Description" : "Cruce: 20 Sentido: NE-SO",
|
"Distance to stop line" : 60,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 37,
|
"Junction from" : "00100",
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 1,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 2258,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 2231,
|
"Intensity of saturation of the movement by lane during night hours" : 3014,
|
"Intensity of saturation of the movement by lane during normal hours" : 2445,
|
"Name" : "2051",
|
"Number" : 2051,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000201"
|
}
|
],
|
"Name" : "0205",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 6,
|
"Coordination group" : 2,
|
"Description" : "Cruce: 20 Sentido: SE-NO",
|
"Distance to stop line" : 32,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 35,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 2,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 2697,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 1544,
|
"Intensity of saturation of the movement by lane during night hours" : 2956,
|
"Intensity of saturation of the movement by lane during normal hours" : 2794,
|
"Name" : "2062",
|
"Number" : 2062,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 100,
|
"Point" : "7000203"
|
}
|
],
|
"Name" : "0206",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 7,
|
"Coordination group" : 3,
|
"Description" : "Cruce: 20 Sentido: SO-NE",
|
"Distance to stop line" : 89,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 37,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 3,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 1770,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 2381,
|
"Intensity of saturation of the movement by lane during night hours" : 1770,
|
"Intensity of saturation of the movement by lane during normal hours" : 1770,
|
"Name" : "2073",
|
"Number" : 2073,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 43,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 41,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 47,
|
"Point" : "7000205"
|
}
|
],
|
"Name" : "0207",
|
"Occupancy threshold" : 90
|
},
|
{
|
"Acces number" : 8,
|
"Coordination group" : 4,
|
"Description" : "Cruce: 20 Sentido: NO-SE",
|
"Distance to stop line" : 42,
|
"From x" : 0.0,
|
"From y" : 0.0,
|
"Internal length" : 35,
|
"Length" : 100,
|
"Movements" : [
|
{
|
"Group" : 4,
|
"Intensity of saturation of the movement by lane during evening rush hours" : 2622,
|
"Intensity of saturation of the movement by lane during morning rush hours" : 2686,
|
"Intensity of saturation of the movement by lane during night hours" : 2920,
|
"Intensity of saturation of the movement by lane during normal hours" : 2477,
|
"Name" : "2084",
|
"Number" : 2084,
|
"Number of lanes associated with saturation intensity" : 2,
|
"Percentage of traffic measured by the measuring point that feeds the movement during evening rush hours" : 57,
|
"Percentage of traffic measured by the measuring point that feeds the movement during morning rush hours" : 100,
|
"Percentage of traffic measured by the measuring point that feeds the movement during night hours" : 59,
|
"Percentage of traffic measured by the measuring point that feeds the movement during normal hours" : 53,
|
"Point" : "7000206"
|
}
|
],
|
"Name" : "0208",
|
"Occupancy threshold" : 90
|
}
|
],
|
"Calculation coefficient" : 100,
|
"Controller" : "controller-kielce-00020",
|
"Default Y" : 0.97,
|
"Description" : " Jagiellońska - Hoża",
|
"Group" : "KIELCE",
|
"Identifier" : "00200",
|
"Limit maximum number of broken detectors to calculate plans" : 2,
|
"Maximum split change" : 3,
|
"Name" : " Jagiellońska - Hoża",
|
"Offset dependency parameter" : 0,
|
"Offsets dependency" : false,
|
"Operation mode" : 1,
|
"Permitted saturation index" : 98,
|
"Semiactuated type" : 1,
|
"Split calculation" : 2,
|
"Split type" : 1,
|
"Splits dependency" : false,
|
"Structures" : [
|
{
|
"Minimum difference value for a valid split" : 10,
|
"Number" : 1,
|
"Sequences" : [
|
{
|
"Number" : 1,
|
"Sequence phases" : [
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 80,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 78,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 6,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 8,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 50,
|
"Minimum phase time" : 30,
|
"Phase" : 1,
|
"Phase movements" : [
|
{
|
"Movement" : 2051,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 2073,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 1,
|
"Percentage of phase assigned" : 20,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 19,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 25,
|
"Minimum phase time" : 10,
|
"Phase" : 2,
|
"Phase movements" : [
|
{
|
"Movement" : 2051,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 2073,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 3,
|
"Percentage of phase assigned" : 3,
|
"Transition time (entry)" : 3,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 3,
|
"Minimum phase time" : 3,
|
"Phase" : 3,
|
"Phase movements" : [
|
{
|
"Movement" : 2073,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 47,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 4,
|
"Percentage of phase assigned" : 47,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 8,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 5,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
},
|
{
|
"Green delay time (entry)" : 7,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 7,
|
"Percentage of phase assigned" : 100,
|
"Transition time (entry)" : 8,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : false
|
}
|
],
|
"Maximum phase time" : 15,
|
"Minimum phase time" : 11,
|
"Phase" : 4,
|
"Phase movements" : [
|
{
|
"Movement" : 2062,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 2084,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
},
|
{
|
"Apply split to phase" : true,
|
"Groups" : [
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 1,
|
"Group Type" : 1,
|
"Group number" : 2,
|
"Percentage of phase assigned" : 53,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : true,
|
"Used for the calculation of the cycle and split" : true
|
},
|
{
|
"Green delay time (entry)" : 0,
|
"Green extension (entry)" : 0,
|
"Green extension (exit)" : 0,
|
"Group Type" : 1,
|
"Group number" : 4,
|
"Percentage of phase assigned" : 53,
|
"Transition time (entry)" : 4,
|
"Used for the calculation of lost time LST" : false,
|
"Used for the calculation of the cycle and split" : true
|
}
|
],
|
"Maximum phase time" : 15,
|
"Minimum phase time" : 2,
|
"Phase" : 5,
|
"Phase movements" : [
|
{
|
"Movement" : 2062,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
},
|
{
|
"Movement" : 2084,
|
"Traffic intensity correction" : 100,
|
"Traffic load correction" : 90
|
}
|
],
|
"Saturation index" : 90
|
}
|
]
|
}
|
],
|
"Splits" : [
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 1,
|
"Phases times percentage" : [
|
53.01,
|
15.66,
|
1.2,
|
18.07,
|
12.04
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 2,
|
"Phases times percentage" : [
|
56.16,
|
16.43,
|
1.36,
|
15.06,
|
10.95
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 3,
|
"Phases times percentage" : [
|
46.98,
|
15.66,
|
1.2,
|
18.07,
|
18.07
|
]
|
},
|
{
|
"Minimum cycle time for a valid split" : 0,
|
"Number" : 4,
|
"Phases times percentage" : [
|
50.79,
|
15.87,
|
1.58,
|
17.46,
|
14.28
|
]
|
}
|
]
|
}
|
],
|
"Subcontroller" : 1,
|
"Traffic load limit" : 24,
|
"Used for cycle calculation" : true,
|
"default structure" : 1,
|
"x" : -400.0,
|
"y" : 600.0
|
}
|
],
|
"Measurement points" : [
|
{
|
"Description" : "Measurement Point 7000101 Junction: 10 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 1,
|
"Etd identifier" : "etd-controller-kielce-00010",
|
"Etd name" : "S01 Jagiellońska - 1 Maja",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000101",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement Point 7000101 Junction: 10 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000102 Junction: 10 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 2,
|
"Etd identifier" : "etd-controller-kielce-00010",
|
"Etd name" : "S01 Jagiellońska - 1 Maja",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000102",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000102 Junction: 10 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000103 Junction: 10 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 3,
|
"Etd identifier" : "etd-controller-kielce-00010",
|
"Etd name" : "S01 Jagiellońska - 1 Maja",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000103",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000103 Junction: 10 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000104 Junction: 10 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 4,
|
"Etd identifier" : "etd-controller-kielce-00010",
|
"Etd name" : "S01 Jagiellońska - 1 Maja",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000104",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000104 Junction: 10 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000105 Junction: 10 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 5,
|
"Etd identifier" : "etd-controller-kielce-00010",
|
"Etd name" : "S01 Jagiellońska - 1 Maja",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000105",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000105 Junction: 10 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000106 Junction: 10 Direction: NW-SE",
|
"Detectors" : [
|
{
|
"Etd detector" : 6,
|
"Etd identifier" : "etd-controller-kielce-00010",
|
"Etd name" : "S01 Jagiellońska - 1 Maja",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000106",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000106 Junction: 10 Direction: NW-SE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000201 Junction: 20 Direction: NE-SW",
|
"Detectors" : [
|
{
|
"Etd detector" : 1,
|
"Etd identifier" : "etd-controller-kielce-00020",
|
"Etd name" : "S02 Jagiellońska - Hoża",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000201",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000201 Junction: 20 Direction: NE-SW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000202 Junction: 20 Direction: NE-SW",
|
"Detectors" : [
|
{
|
"Etd detector" : 2,
|
"Etd identifier" : "etd-controller-kielce-00020",
|
"Etd name" : "S02 Jagiellońska - Hoża",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000202",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000202 Junction: 20 Direction: NE-SW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000203 Junction: 20 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 3,
|
"Etd identifier" : "etd-controller-kielce-00020",
|
"Etd name" : "S02 Jagiellońska - Hoża",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000203",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000203 Junction: 20 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000205 Junction: 20 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 4,
|
"Etd identifier" : "etd-controller-kielce-00020",
|
"Etd name" : "S02 Jagiellońska - Hoża",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000205",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000205 Junction: 20 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000204 Junction: 20 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 5,
|
"Etd identifier" : "etd-controller-kielce-00020",
|
"Etd name" : "S02 Jagiellońska - Hoża",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000204",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000204 Junction: 20 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7000206 Junction: 20 Direction: NW-SE",
|
"Detectors" : [
|
{
|
"Etd detector" : 6,
|
"Etd identifier" : "etd-controller-kielce-00020",
|
"Etd name" : "S02 Jagiellońska - Hoża",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
},
|
{
|
"Etd detector" : 7,
|
"Etd identifier" : "etd-controller-kielce-00020",
|
"Etd name" : "S02 Jagiellońska - Hoża",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7000206",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7000206 Junction: 20 Direction: NW-SE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7003001 Junction: 300 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 1,
|
"Etd identifier" : "etd-controller-kielce-00300",
|
"Etd name" : "S30 1 Maja - ul. Poprzeczna - PDP",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7003001",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7003001 Junction: 300 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7003002 Junction: 300 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 2,
|
"Etd identifier" : "etd-controller-kielce-00300",
|
"Etd name" : "S30 1 Maja - ul. Poprzeczna - PDP",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7003002",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7003002 Junction: 300 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7003003 Junction: 300 Direction: NW-SE",
|
"Detectors" : [
|
{
|
"Etd detector" : 3,
|
"Etd identifier" : "etd-controller-kielce-00300",
|
"Etd name" : "S30 1 Maja - ul. Poprzeczna - PDP",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7003003",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7003003 Junction: 300 Direction: NW-SE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7004401 Junction: 440 Direction: NE-SW",
|
"Detectors" : [
|
{
|
"Etd detector" : 1,
|
"Etd identifier" : "etd-controller-kielce-00440",
|
"Etd name" : "S44 1 Maja - Pawia - M. C. Skłodowskiej",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
},
|
{
|
"Etd detector" : 2,
|
"Etd identifier" : "etd-controller-kielce-00440",
|
"Etd name" : "S44 1 Maja - Pawia - M. C. Skłodowskiej",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7004401",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7004401 Junction: 440 Direction: NE-SW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7004402 Junction: 440 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 3,
|
"Etd identifier" : "etd-controller-kielce-00440",
|
"Etd name" : "S44 1 Maja - Pawia - M. C. Skłodowskiej",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7004402",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7004402 Junction: 440 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7004403 Junction: 440 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 4,
|
"Etd identifier" : "etd-controller-kielce-00440",
|
"Etd name" : "S44 1 Maja - Pawia - M. C. Skłodowskiej",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7004403",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7004403 Junction: 440 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7004404 Junction: 440 Direction: NW-SE",
|
"Detectors" : [
|
{
|
"Etd detector" : 5,
|
"Etd identifier" : "etd-controller-kielce-00440",
|
"Etd name" : "S44 1 Maja - Pawia - M. C. Skłodowskiej",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7004404",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7004404 Junction: 440 Direction: NW-SE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7004405 Junction: 440 Direction: NW-SE",
|
"Detectors" : [
|
{
|
"Etd detector" : 6,
|
"Etd identifier" : "etd-controller-kielce-00440",
|
"Etd name" : "S44 1 Maja - Pawia - M. C. Skłodowskiej",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7004405",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7004405 Junction: 440 Direction: NW-SE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7005001 Junction: 500 Direction: NE-SW",
|
"Detectors" : [
|
{
|
"Etd detector" : 1,
|
"Etd identifier" : "etd-controller-kielce-00500",
|
"Etd name" : "S50 1 Maja - Częstochowska",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7005001",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7005001 Junction: 500 Direction: NE-SW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7005002 Junction: 500 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 2,
|
"Etd identifier" : "etd-controller-kielce-00500",
|
"Etd name" : "S50 1 Maja - Częstochowska",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7005002",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7005002 Junction: 500 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7005003 Junction: 500 Direction: SE-NW",
|
"Detectors" : [
|
{
|
"Etd detector" : 3,
|
"Etd identifier" : "etd-controller-kielce-00500",
|
"Etd name" : "S50 1 Maja - Częstochowska",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7005003",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7005003 Junction: 500 Direction: SE-NW",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7005004 Junction: 500 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 4,
|
"Etd identifier" : "etd-controller-kielce-00500",
|
"Etd name" : "S50 1 Maja - Częstochowska",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7005004",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7005004 Junction: 500 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7005005 Junction: 500 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 5,
|
"Etd identifier" : "etd-controller-kielce-00500",
|
"Etd name" : "S50 1 Maja - Częstochowska",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7005005",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7005005 Junction: 500 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7005006 Junction: 500 Direction: SW-NE",
|
"Detectors" : [
|
{
|
"Etd detector" : 6,
|
"Etd identifier" : "etd-controller-kielce-00500",
|
"Etd name" : "S50 1 Maja - Częstochowska",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7005006",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7005006 Junction: 500 Direction: SW-NE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
},
|
{
|
"Description" : "Measurement point: 7005007 Junction: 500 Direction: NW-SE",
|
"Detectors" : [
|
{
|
"Etd detector" : 7,
|
"Etd identifier" : "etd-controller-kielce-00500",
|
"Etd name" : "S50 1 Maja - Częstochowska",
|
"Intensity lower limit" : 100,
|
"Intensity upper limit" : 1800,
|
"Percentage used for intensity calculation" : 80,
|
"Percentage used for occupancy time calculation" : 100,
|
"Used for intensity calculation" : true,
|
"Used for occupancy time calculation" : true
|
}
|
],
|
"Group" : "KIELCE",
|
"Identifier" : "7005007",
|
"Maximum intensity" : 1800,
|
"Name" : "Measurement point: 7005007 Junction: 500 Direction: NW-SE",
|
"Occupancy congestion" : 40,
|
"Occupation time load coefficient" : 70,
|
"Type" : 1
|
}
|
],
|
"Routes" : [
|
{
|
"Cycle optimization steps" : 5,
|
"Default coordination calculation algorithm" : 3,
|
"Description" : "Intersections 500, 300, 440 y 10",
|
"Direct direction forced speed" : 55,
|
"Direct direction platoon time coefficient" : 1.0,
|
"Directions number" : 2,
|
"Group" : "KIELCE",
|
"Identifier" : "07001",
|
"Junction list" : [
|
"05000",
|
"03000",
|
"04400",
|
"00100"
|
],
|
"Maximum cycle optimization" : 90,
|
"Maximum speed optimization" : 60,
|
"Minimum cycle optimization" : 60,
|
"Minimum speed optimization" : 50,
|
"Name" : "Intersections 500, 300, 440 y 10",
|
"Reverse direction forced speed" : 55,
|
"Reverse direction platoon time coefficient" : 1.0,
|
"Speed calculation direct direction mode" : 3,
|
"Speed calculation reverse direction mode" : 3,
|
"Speed optimization steps" : 2,
|
"Speed. (Km/h) x Cycle (s) multiplication" : 5000,
|
"Subarea initial junction" : "05000"
|
},
|
{
|
"Cycle optimization steps" : 5,
|
"Default coordination calculation algorithm" : 3,
|
"Description" : "Intersections 10 y 20",
|
"Direct direction forced speed" : 55,
|
"Direct direction platoon time coefficient" : 1.0,
|
"Directions number" : 2,
|
"Group" : "KIELCE",
|
"Identifier" : "07002",
|
"Junction list" : [
|
"00100",
|
"00200"
|
],
|
"Maximum cycle optimization" : 90,
|
"Maximum speed optimization" : 60,
|
"Minimum cycle optimization" : 60,
|
"Minimum speed optimization" : 50,
|
"Name" : "Intersections 10 y 20",
|
"Reverse direction forced speed" : 55,
|
"Reverse direction platoon time coefficient" : 1.0,
|
"Speed calculation direct direction mode" : 3,
|
"Speed calculation reverse direction mode" : 3,
|
"Speed optimization steps" : 2,
|
"Speed. (Km/h) x Cycle (s) multiplication" : 5000,
|
"Subarea initial junction" : "00100"
|
}
|
],
|
"Strategies" : [
|
{
|
"Color" : -16711936,
|
"Description" : "Strategy 1 for subarea 7",
|
"Group" : "KIELCE",
|
"Name" : "00701",
|
"Number" : 1,
|
"Strategy timetable" : [
|
{
|
"Minutes end" : 329,
|
"Minutes start" : 0,
|
"Strategy subareas" : [
|
{
|
"Control Mode" : 2,
|
"Subarea" : "0107"
|
}
|
]
|
},
|
{
|
"Minutes end" : 839,
|
"Minutes start" : 600,
|
"Strategy subareas" : [
|
{
|
"Control Mode" : 2,
|
"Subarea" : "0107"
|
}
|
]
|
},
|
{
|
"Minutes end" : 1079,
|
"Minutes start" : 840,
|
"Strategy subareas" : [
|
{
|
"Control Mode" : 2,
|
"Subarea" : "0107"
|
}
|
]
|
},
|
{
|
"Minutes end" : 1319,
|
"Minutes start" : 1080,
|
"Strategy subareas" : [
|
{
|
"Control Mode" : 2,
|
"Subarea" : "0107"
|
}
|
]
|
},
|
{
|
"Minutes end" : 1439,
|
"Minutes start" : 1320,
|
"Strategy subareas" : [
|
{
|
"Control Mode" : 2,
|
"Subarea" : "0107"
|
}
|
]
|
},
|
{
|
"Minutes end" : 599,
|
"Minutes start" : 330,
|
"Strategy subareas" : [
|
{
|
"Control Mode" : 2,
|
"Subarea" : "0107"
|
}
|
]
|
}
|
]
|
}
|
],
|
"Subareas" : [
|
{
|
"Ascending brake seconds" : 10,
|
"Damping for cycle calculation" : 80,
|
"Descending brake seconds" : 5,
|
"Description" : "Intersecciones 500,300,440,10 y 20",
|
"Group" : "7",
|
"Identifier" : "0107",
|
"Junctions" : [
|
"05000",
|
"03000",
|
"04400",
|
"00100",
|
"00200"
|
],
|
"Limit maximum number of broken detectors to calculate plans" : 2,
|
"Maximum cycle" : 120,
|
"Minimal step seconds" : 0,
|
"Minimum cycle" : 70,
|
"Name" : "Intersecciones 500,300,440,10 y 20",
|
"Number of integration periods for cycle calculation" : 5,
|
"Number of integration periods for offset calculation" : 2,
|
"Number of integration periods for split calculation" : 1,
|
"Plan timetable" : [
|
{
|
"Enabled" : true,
|
"Plan" : 4,
|
"Weekly interval" : [
|
{
|
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{
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},
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{
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},
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{
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{
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},
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},
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],
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{
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],
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}
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}
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],
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"Platoon in reverse direction" : 0,
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}
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],
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"Reverse direction platoon time coefficient" : 1.0,
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"Reverse direction speed" : 15.27,
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"Reverse distance" : 1069.0,
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"Route" : "07001",
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"Speed calculation direct direction mode" : 3,
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"Speed calculation reverse direction mode" : 3,
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{
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"Access" : 7,
|
"Direct balanced band duration" : 0,
|
"Direction" : 4,
|
"Green duration seconds" : 51,
|
"Intensity" : -1,
|
"Junction" : "00100",
|
"Offset" : 0,
|
"Reverse balanced band duration" : 60,
|
"Ri" : 0.575,
|
"Saturation intensity" : 1583,
|
"Second start of green" : 0,
|
"Vij" : 15,
|
"Vji" : 15,
|
"Xi" : 100
|
}
|
},
|
{
|
"AreaStatusAccess" : {
|
"Status" : 8,
|
"Access" : 7,
|
"Direct balanced band duration" : 0,
|
"Direction" : 4,
|
"Green duration seconds" : 60,
|
"Intensity" : -1,
|
"Junction" : "00200",
|
"Offset" : 119,
|
"Reverse balanced band duration" : 60,
|
"Ri" : 0.5,
|
"Saturation intensity" : 2381,
|
"Second start of green" : 0,
|
"Vij" : 15,
|
"Vji" : 15,
|
"Xi" : 237
|
}
|
}
|
],
|
"Control Mode" : 0,
|
"Critical junction type 1" : "",
|
"Critical junction type 2" : "",
|
"Cycle" : 0.0,
|
"Direct bands" : [ ],
|
"Direct bandwidth" : 0,
|
"Direct direction platoon time coefficient" : 1.0,
|
"Direct direction speed" : 15.27,
|
"Direct distance" : 4.9E-324,
|
"Distance" : 237.0,
|
"Greens" : [
|
{
|
"AreaStatusGreenGroups" : {
|
"Status" : 8,
|
"Green duration seconds" : 51,
|
"Green start seconds" : 0,
|
"Group" : 3,
|
"Junction" : "00100",
|
"Sequence" : 1,
|
"Structure" : 1
|
}
|
},
|
{
|
"AreaStatusGreenGroups" : {
|
"Status" : 8,
|
"Green duration seconds" : 60,
|
"Green start seconds" : 0,
|
"Group" : 1,
|
"Junction" : "00200",
|
"Sequence" : 1,
|
"Structure" : 1
|
}
|
},
|
{
|
"AreaStatusGreenGroups" : {
|
"Status" : 8,
|
"Green duration seconds" : 63,
|
"Green start seconds" : 0,
|
"Group" : 3,
|
"Junction" : "00200",
|
"Sequence" : 1,
|
"Structure" : 1
|
}
|
}
|
],
|
"Optimal type band" : 4,
|
"Platoon in direct direction" : 0,
|
"Platoon in reverse direction" : 0,
|
"Reverse bands" : [
|
{
|
"AreaStatusBandRecord" : {
|
"Status" : 8,
|
"Distance" : 100,
|
"End gap" : 0,
|
"Green duration seconds" : 51,
|
"Group" : 3,
|
"Initial gap" : 0,
|
"Junction" : "00100",
|
"Offset" : 0,
|
"Red duration seconds" : 69,
|
"Seconds start of green" : 0,
|
"Split" : 0
|
}
|
},
|
{
|
"AreaStatusBandRecord" : {
|
"Status" : 8,
|
"Distance" : 237,
|
"End gap" : 0,
|
"Green duration seconds" : 60,
|
"Group" : 3,
|
"Initial gap" : 0,
|
"Junction" : "00200",
|
"Offset" : 119,
|
"Red duration seconds" : 60,
|
"Seconds start of green" : 0,
|
"Split" : 0
|
}
|
}
|
],
|
"Reverse bandwidth" : 60,
|
"Reverse direction platoon time coefficient" : 1.0,
|
"Reverse direction speed" : 15.27,
|
"Reverse distance" : 237.0,
|
"Route" : "07002",
|
"Speed calculation direct direction mode" : 3,
|
"Speed calculation reverse direction mode" : 3,
|
"Traffic" : [
|
{
|
"AreaStatusTraffic" : {
|
"Status" : 8,
|
"Intensity" : -1,
|
"Measurement point" : "7000103",
|
"Occupancy" : 2
|
}
|
},
|
{
|
"AreaStatusTraffic" : {
|
"Status" : 8,
|
"Intensity" : -1,
|
"Measurement point" : "7000201",
|
"Occupancy" : 0
|
}
|
},
|
{
|
"AreaStatusTraffic" : {
|
"Status" : 8,
|
"Intensity" : -1,
|
"Measurement point" : "7000205",
|
"Occupancy" : 0
|
}
|
}
|
]
|
}
|
}
|
],
|
"Subarea" : [
|
{
|
"AreaStatusSubarea" : {
|
"Status" : 8,
|
"Control Mode" : 2,
|
"Cycle" : 110.0,
|
"Forced" : 0,
|
"Number of broken detectors" : 5,
|
"Plan" : 3,
|
"Subarea" : "0107"
|
}
|
}
|
]
|
}
|
},
|
"Device alarms" : {
|
"Area alarms" : {
|
"Severity" : 0,
|
"Alarm offline" : 0,
|
"Alarm invalid" : 0,
|
"Alarm disabled" : 0,
|
"Alarm simulated" : 0,
|
"Alarms implemented" : [
|
{
|
"Name" : "alarm_offline",
|
"Severity" : 0,
|
"Timestamp" : 0
|
},
|
{
|
"Name" : "alarm_invalid",
|
"Severity" : 0,
|
"Timestamp" : 0
|
},
|
{
|
"Name" : "alarm_disabled",
|
"Severity" : 0,
|
"Timestamp" : 0
|
},
|
{
|
"Name" : "alarm_simulated",
|
"Severity" : 0,
|
"Timestamp" : 0
|
}
|
],
|
"Alarms configuration" : [ ]
|
}
|
}
|
}
|
}
|
