04.03. Validacion de metodologia de HCM - Anexo III.pdf ...

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ANEXO III: Salidas del programa TSIS para el Modelo Calibrado en los Sitios de Campo.

TTTTTTTTTTT TTTTTTTTTTT TTTTTTTTTTT TTT TTT TTT TTT TTT TTT TTT TTT TTT

AAAAAAA AAAAAAAAA AAAAAAAAAAA AAA AAA AAA AAA AAAAAAAAAAA AAAAAAAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA

FFFFFFFFFFF FFFFFFFFFFF FFFFFFFFFFF FFF FFF FFFFFFF FFFFFFF FFF FFF FFF FFF FFF

VERSION 6.2 RELEASE DATE DECEMBER 2009 BUILD NUMBER 510 TRAF SIMULATION MODEL

RRRRRRRRR RRRRRRRRRR RRRRRRRRRRR RRR RRR RRR RRR RRRRRRRRRRR RRRRRRRRRR RRR RRR RRR RRR RRR RRR RRR RRR RRR RRR

INPUT FILE NAME: C:\TSIS6 Projects\Two-Lane Highways\R5_FIJ07.trf RUN DATE : 10/01/10

SITIO: RUTA 5

0

0 1

VALUE

RUN IDENTIFICATION NUMBER RUN TYPE CODE = ( 1, 2, 3) TO RUN (SIMULATION, ASSIGNMENT, BOTH) (-1,-2,-3) TO CHECK (SIMULATION, ASSIGNMENT, BOTH) ONLY

RUN PARAMETERS AND OPTIONS

RUN CONTROL DATA

DATE = 07/22/2010 USER = MM AGENCY = UNC

FRESIM OFFLINE INCIDENT DETECTION CODE = (0, 1) IF OFFLINE INCIDENT DETECTION (IS NOT, IS) BEING PERFORMED FRESIM ENVIRONMENTAL OPTIONS ---------------------------0 FUEL/EMISSION RATE TABLES ARE NOT PRINTED 0 SIMULATION: PERFORMED ENVIRONMENTAL MEASURES: CALCULATED RATE TABLES: EMBEDDED TRAJECTORY FILE: NOT WRITTEN 2 CODE = (0,1,2) FOR UNIFORM DISTRIBUTION, NORMAL DISTRIBUTION, ERLANG DISTRIBUTION 1 CODE = (1 - 9) USED IN ERLANG DISTRIBUTION 0 INITIALIZATION CODE (0,1) = (DO NOT, DO) FORCE FULL INITIALIZATION PERIOD 0 INPUT UNITS CODE = (0,1) IF INPUT IS IN (ENGLISH, METRIC) UNITS 0 OUTPUT UNITS CODE = (0,1,2,3) IF OUTPUT IS IN (SAME AS INPUT, ENGLISH, METRIC, BOTH) UNITS 1917 CLOCK TIME AT START OF SIMULATION (HHMM) 24007 RANDOM NUMBER SEED 3600 DURATION (SEC) OF TIME PERIOD NO. 1 60 LENGTH OF A TIME INTERVAL, SECONDS 10 FRESIM TIME STEP DURATION IN TENTHS-OF-A-SECOND 5 MAXIMUM INITIALIZATION TIME, NUMBER OF TIME INTERVALS 0 NUMBER OF TIME INTERVALS BETWEEN SUCCESSIVE STANDARD OUTPUTS 0 TIME INTERMEDIATE OUTPUT WILL BEGIN AT INTERVALS OF 0 SECS. FOR 0 SECS. FOR MICROSCOPIC MODELS 1*********************************************************************************************************************************** TIME PERIOD 1 - FRESIM DATA *********************************************************************************************************************************** 1 FRESIM LINK CHARACTERISTICS ---------------------------

0

0 0

1 0

U. S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION FHWA OFFICE OF OPERATIONS RESEARCH, DEVELOPMENT AND TECHNOLOGY

DEVELOPED FOR

LINK ----------( 101, 102) ( 102, 103) ( 103, 104) ( 104, 105) ( 105, 106) ( 106, 107) ( 107, 108) ( 108, 109) ( 109, 110) ( 110, 111) ( 111, 112) ( 112, 113) ( 113, 114) ( 114, 115) ( 115, 116) ( 116, 117) ( 117, 118) ( 118, 119) ( 201, 202) ( 202, 203) ( 203, 204) ( 204, 205) ( 205, 206) ( 206, 207) ( 207, 208) ( 208, 209) ( 209, 210) ( 210, 211) ( 211, 212) ( 212, 213) ( 213, 214) ( 214, 215) ( 215, 216) ( 216, 217) ( 217, 218) ( 218, 219) (8100, 101) (8200, 201)

TOTAL LINKS:

40

--- ONE --- --- TWO --- -- THREE -T T T T Y NO. Y Y Y THRU CURV P LNGTH THRU P LNGTH P LNGTH P LNGTH DEST RADIUS E (FT) LANES E ID (FT) E ID (FT) E ID (FT) NODE (FT) - ----- ----- - -- ----- - -- ----- - -- ----- ---- -----F 1312 1 103 0 F 820 1 104 2264 F 656 1 105 0 F 984 1 106 0 F 328 1 107 0 F 984 1 108 3281 F 164 1 109 0 F 820 1 110 1640 F 328 1 111 0 F 984 1 112 3281 F 328 1 113 0 F 656 1 114 0 F 656 1 115 2133 F 164 1 116 0 F 656 1 117 2133 F 2133 1 118 0 F 328 1 119 0 F 4101 1 8003 0 F 4101 1 203 0 F 328 1 204 0 F 2133 1 205 0 F 656 1 206 2133 F 164 1 207 0 F 656 1 208 2133 F 656 1 209 0 F 328 1 210 0 F 984 1 211 3281 F 328 1 212 0 F 820 1 213 1640 F 164 1 214 0 F 984 1 215 3281 F 328 1 216 0 F 984 1 217 0 F 656 1 218 0 F 820 1 219 2264 F 1312 1 8004 0 F 0 1 102 0 F 0 1 202 0

---------- AUXILIARY LANE --------G R RIGHT A PAVE TRUCK LANE OF D SUPER MENT RESTRAINT SEP PAIR E ELEV CODE CODE LANE 1 2 --- ----- ---- --------- --------1 0 1* 0 0 4 1* 0 0 0 1* 0 0 0 1* 0 2 0 1* 0 2 4 1* 0 -1 0 1* 0 -1 4 1* 0 -1 0 1* 0 1 4 1* 0 1 0 1* 0 1 0 1* 0 1 4 1* 0 0 0 1* 0 -1 4 1* 0 -1 0 1* 0 -1 0 1* 0 -1 0 1* 0 1 0 1* 0 1 0 1* 0 1 0 1* 0 1 4 1* 0 0 0 1* 0 -1 4 1* 0 -1 0 1* 0 -1 0 1* 0 -1 4 1* 0 1 0 1* 0 1 4 1* 0 1 0 1* 0 -2 4 1* 0 -2 0 1* 0 0 0 1* 0 0 0 1* 0 0 4 1* 0 1 0 1* 0 -1 0 1* 0 1 0 1* 0 FREE FLOW SPEED (MPH) ----60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 QUEUE HDWY (SEC) LINK NAME ----- -----------1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

1 2 3 4

DRY WET DRY WET

0 TRUCKS ARE UNRESTRICTED 1 TRUCKS ARE BIASED TO CERTAIN LANE(S) 2 TRUCKS ARE RESTRICTED TO CERTAIN LANES(S)

TRUCK RESTRAINT CODE

FLOW RATE (VEH/HOUR) -----------654 235

DISTANCE --------

TABLE OF EMBEDDED DATA CHANGES ------------------------------

PERCENT CARPOOL --------0 0

FRESIM LINK VOLUME --------------------

MIN AVE SPEED -------------

PERCENT TRUCKS --------4 4

LINK ID -------------

ANTICIPATORY LANE CHANGE PARAMETERS

1 ---2.20

2 ---2.10

3 ---2.00

4 ---1.80

ZFRICT ARRAY:

16

16

16

16

PITT CAR FOLLOWING CONSTANT = 10 FEET

DRIVER TYPE: -----------ZFOLK ARRAY:

5 ---1.60

6 ---1.40

7 ---1.20

8 ---1.10

9 ---0.90

10 ---0.70

Please ensure your input values are correct.

PERCENT HOV LANE VIOLATORS -------------1.00 1.00

LINK ID MULTIPLIER ------------- ------------(NO MODIFIERS WERE PROVIDED - MULTIPLIERS FOR ALL LINKS ARE DEFAULTED TO 1.0)

CONCRETE CONCRETE ASPHALT ASPHALT

PAVEMENT CODE

CAR FOLLOWING SENSITIVITY MULTIPLIERS

A ACCELERATION LANE D DECELERATION LANE F FULL AUXILIARY LANE

AUXILIARY LANE TYPE CODE

***** WARNING - Entries 1 through 10 of Record Type 68 are now entered in hundredths of a second.

1

LINK -------------(8100, 101) (8200, 201)

F FREEWAY LINK R RAMP LINK

LINK TYPE CODE

* INDICATES THAT THE DEFAULT VALUE IS USED

1

1

VEHICLE TYPE ------3 4 5 6 2 7 1 8 9

PERCENTAGE:

DRIVER TYPE:

1 --81

VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE

CARS ---0 0 0 0 15 0 85 0 0

PERCENT TRUCKS -----65 0 35 0 0 0 0 0 0

4 --98

5 --99

6 --102

INITIALIZATION STATISTICS

3 --94

80 80 80 80 80 80 80 80 80

PERF. INDEX ----3 4 5 6 2 7 1 1 2

3

7 --104

8 --106

9 --112

UPSTREAM FEEDING LANE NUMBER --------------------------------------------1 2 3 4 5 6 7 8 9 10 11 --- --- --- --- --- --- --- --- --- ---- ----

FREE FLOW SPEED PERCENTAGES ---------------------------

DISTANCE FROM UPST. NODE (FT) ------------

1 2 3 4 5 6 7 8 9

OF FLEET BUSES CARPOOLS ----- -------0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 85 0 15

TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE

FRESIM LANE ALIGNMENT TABLE -----------------------------

MAX. DECELERATION (FT/SEC^2) -----------------15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0

2 --85

LINK TYPE ------

MAXIMUM JERK (FT/SEC^3) -----------7.0 6.0 6.0 6.0 8.0 7.0 7.0 7.0 8.0

LINK ------------

LENGTH (FEET) -----35 53 53 64 16 40 14 14 16

FOR FOR FOR FOR FOR FOR FOR FOR FOR

FRESIM VEHICLE TYPE SPECIFICATIONS ----------------------------------

DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION

: : : : : : : : :

NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY

MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM

LAG TO DECELERATION (ZLAGDC): 0.5

3

MINIMUM SEPARATION FOR VEHICLE GENERATION (ZMNHDY):

LAG TO ACCELERATION (ZLAGAC):

10 --119

REASON CODE --------

AVERAGE OCCUPANCY --------1.2 1.2 1.2 1.2 1.3 25.0 1.3 2.5 2.5

0 7 7 30 30 41 41 47 ALL EXISTING SUBNETWORKS REACHED EQUILIBRIUM

CURRENT CONTENT (VEHICLES)

LINK STATISTICS

( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( (

101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 201, 202, 203, 204, 205, 206, 207, 208, 209,

102) 103) 104) 105) 106) 107) 108) 109) 110) 111) 112) 113) 114) 115) 116) 117) 118) 119) 202) 203) 204) 205) 206) 207) 208) 209) 210)

655 652 651 648 651 650 655 655 655 654 652 649 650 650 648 646 659 659 235 232 232 232 232 232 232 232 232

652 651 648 651 650 655 655 655 654 652 649 650 650 648 646 659 659 645 232 232 232 232 232 232 232 232 231

0 0 25 77 2 0 0 0 0 0 0 0 0 0 0 0 16 102 9 1 0 0 0 0 2 0 0

3 1 3 1 2 1 0 0 1 4 3 1 0 2 4 0 0 17 7 0 0 0 0 0 0 0 1

2.9 1.8 1.5 2.2 0.8 2.3 0.4 1.9 0.8 2.3 0.8 1.6 1.6 0.4 1.6 5.2 0.8 10.0 3.1 0.2 1.6 0.5 0.1 0.5 0.5 0.3 0.8

165.1 101.1 80.6 121.0 40.4 121.6 20.3 101.7 40.6 122.0 40.4 80.6 80.8 20.2 80.3 263.8 40.9 505.9 181.5 14.4 93.7 28.8 7.2 28.8 28.8 14.4 43.2

174.0 108.8 88.1 133.6 45.2 138.0 23.2 115.9 46.4 140.3 46.8 93.7 94.0 23.5 93.7 310.3 48.4 600.0 185.2 15.0 98.3 30.6 7.6 30.6 30.6 15.3 46.0

15.7 10.0 8.2 12.4 4.2 12.7 2.1 10.6 4.3 12.9 4.3 8.7 8.7 2.2 8.7 28.5 4.4 55.3 47.6 3.9 25.4 7.9 2.0 7.9 7.9 4.0 11.9

15.1 9.4 7.5 11.3 3.8 11.3 1.9 9.4 3.8 11.3 3.8 7.5 7.5 1.9 7.5 24.5 3.8 47.1 46.4 3.7 24.2 7.4 1.9 7.4 7.4 3.7 11.2

0.6 0.6 0.6 1.0 0.4 1.4 0.2 1.2 0.5 1.6 0.5 1.1 1.1 0.3 1.2 4.0 0.6 8.2 1.1 0.2 1.3 0.5 0.1 0.5 0.5 0.2 0.8

0.96 0.94 0.93 0.92 0.90 0.89 0.89 0.89 0.88 0.88 0.87 0.87 0.87 0.87 0.87 0.86 0.85 0.85 0.98 0.96 0.95 0.94 0.94 0.94 0.94 0.94 0.94

1.05 1.08 1.09 1.10 1.12 1.13 1.14 1.14 1.14 1.15 1.16 1.16 1.16 1.16 1.17 1.18 1.18 1.19 1.02 1.04 1.05 1.06 1.06 1.06 1.06 1.06 1.07

0.04 0.06 0.08 0.09 0.11 0.12 0.13 0.13 0.13 0.14 0.15 0.15 0.15 0.15 0.16 0.17 0.17 0.18 0.02 0.04 0.05 0.06 0.06 0.07 0.07 0.07 0.07

664.3 651.0 648.9 649.2 649.9 652.4 655.0 655.0 654.2 654.7 650.6 648.9 650.0 649.1 646.2 652.9 659.0 651.4 233.7 232.0 232.0 232.0 232.0 232.0 232.0 232.0 231.7

11.7 11.7 11.8 12.0 12.1 12.3 12.4 12.4 12.5 12.5 12.6 12.6 12.6 12.6 12.6 12.8 13.0 12.9 4.0 4.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1

DENSITY VPMPL --------

56.93 55.77 54.87 54.32 53.53 52.87 52.71 52.68 52.50 52.17 51.81 51.62 51.53 51.54 51.43 51.00 50.74 50.59 58.80 57.81 57.19 56.60 56.52 56.48 56.43 56.47 56.32

FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY

SPEED LINK MILE/HR TYPE --------- ----

EQUILIBRIUM ATTAINED

VOLUME VPHPL -------

10000 328 36 14

PERCENT DIFFERENCE

CUMULATIVE FRESIM STATISTICS AT TIME 20 17 0 -----------------------------------------------------

FRESIM FRESIM FRESIM FRESIM

1 2 3 4

PRIOR CONTENT (VEHICLES)

VEH-MIN/ SECONDS/VEHICLE VEH-MILE ---------------------------VEHICLES LANE CURR AVG VEHVEHTOTAL MOVE DELAY LINK IN OUT CHNG CONT CONT MILES MIN TIME TIME TIME M/T TOTAL DELAY ----------- ----- ----- ---- ----- ----- ------- ------- ------ ----- ----- ----- ----- -----

1

SUBNETWORK TYPE

TIME INTERVAL NUMBER

210, 211, 212, 213, 214, 215, 216, 217, 218,

211) 212) 213) 214) 215) 216) 217) 218) 219)

231 231 231 236 236 236 238 234 234

0 0 0 0 0 8 0 0 0

TOTAL DELAY (VEH-MIN) =

LANE 1 2

4.0 10.0 2.0 12.1 4.1 12.2 8.2 10.2 16.3

3.7 9.3 1.9 11.1 3.7 11.2 7.4 9.3 14.9

0.93 0.93 0.92 0.92 0.91 0.92 0.91 0.91 0.91

1.07 1.07 1.08 1.08 1.10 1.09 1.10 1.10 1.09

0.07 0.08 0.08 0.09 0.10 0.09 0.10 0.10 0.10

231.0 231.0 231.0 232.5 236.0 236.0 236.6 236.5 234.0

53.40,

4.1 4.1 4.2 4.2 4.3 4.3 4.3 4.3 4.3

118

1.12, DELAY TIME (MIN)/ VEH-MILE =

58.0, SPEED(MPH) =

320.40, TRAVEL TIME (MIN)/VEH-MILE =

51.5, CURRENT CONTENT =

3091.9, MOVING/TOTAL TRIP TIME = 0.896,

0.3 0.7 0.2 1.0 0.4 1.0 0.7 0.9 1.4

0.12

56.08 55.82 55.59 55.35 54.77 55.12 54.79 54.75 54.80

------------------------------NETWORK-WIDE AVERAGE STATISTICS -------------------------------

---------------------- PERCENT OF TRAFFIC AT OR BELOW INDICATED HEADWAY, SEC --------------------0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 0 8 25 19 14 7 1 1 1 1 0 0 0 1 0 0 0 1 1 19 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 94

----------------------- PERCENT OF TRAFFIC AT OR BELOW INDICATED SPEED, FPS ---------------------5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0 0 0 0 0 0 0 0 0 0 0 0 2 41 36 5 12 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 50 11 11 6 6 0

MEAN HEADWAY SEC 5.61 197.89

15.4 38.6 7.7 47.0 16.1 47.9 32.2 40.3 63.7

NETWORK STATISTICS

14.4 35.9 7.2 43.3 14.7 44.0 29.4 36.7 58.1

FRESIM INTERMEDIATE LINK STATION DATA AT TIME 20 17 0 -----------------------------------------------------LINK: ( 118, 119), LINK TYPE: FRWY, STATION PLACEMENT 50 FEET FROM NODE

FOLLOWER DENSITY ---------------10.5 2.2

LANE 1 2

PTSF ---69.6 41.0

MEAN SPEED (FPS) 74.9 77.9

ENTRYNODE --------8100 8200

0.3 0.6 0.1 0.8 0.3 0.8 0.5 0.7 1.1

2751.8, VEHICLE-MINUTES =

0 0 0 2 0 0 0 5 0

AVERAGE CONTENT =

VEHICLE-MILES =

231 231 231 231 236 236 236 238 234

TWO-LANE HIGHWAY STATISTICS

( ( ( ( ( ( ( ( (

FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY

53.40

AVERAGE SPEED ( MPH)=

TOTAL CPU TIME FOR SIMULATION = TOTAL CPU TIME FOR THIS RUN = 0LAST CASE PROCESSED

5.46 SECONDS 5.46 SECONDS

0.12,

1.12

DELAY TIME =

46.19 , DELAY TIME =

MINUTES/MILE OF:

MOVE TIME =

53.40, 0.90,

MOVE/TOTAL = 0.90

VEHICLE-HOURS OF:

NETWORK-WIDE STATISTICS FOR SCRIPT PROCESSING 2751.84, 46.19, 5.34, 51.53,

2751.84

TOTAL VEHICLE- MILE = 0.12 , TOTAL TIME =

5.34 , TOTAL TIME = 1.12

51.53

TTTTTTTTTTT TTTTTTTTTTT TTTTTTTTTTT TTT TTT TTT TTT TTT TTT TTT TTT TTT

AAAAAAA AAAAAAAAA AAAAAAAAAAA AAA AAA AAA AAA AAAAAAAAAAA AAAAAAAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA

FFFFFFFFFFF FFFFFFFFFFF FFFFFFFFFFF FFF FFF FFFFFFF FFFFFFF FFF FFF FFF FFF FFF

VERSION 6.2 RELEASE DATE DECEMBER 2009 BUILD NUMBER 510

RRRRRRRRR RRRRRRRRRR RRRRRRRRRRR RRR RRR RRR RRR RRRRRRRRRRR RRRRRRRRRR RRR RRR RRR RRR RRR RRR RRR RRR RRR RRR

INPUT FILE NAME: C:\TSIS6 Projects\Two-Lane Highways\R36_FIJ07.trf RUN DATE : 09/30/10

SITIO: RUTA 36

0

0 1

VALUE

RUN IDENTIFICATION NUMBER RUN TYPE CODE = ( 1, 2, 3) TO RUN (SIMULATION, ASSIGNMENT, BOTH) (-1,-2,-3) TO CHECK (SIMULATION, ASSIGNMENT, BOTH) ONLY

RUN PARAMETERS AND OPTIONS

RUN CONTROL DATA

DATE = 07/22/2010 USER = MM AGENCY = UNC

FRESIM OFFLINE INCIDENT DETECTION CODE = (0, 1) IF OFFLINE INCIDENT DETECTION (IS NOT, IS) BEING PERFORMED FRESIM ENVIRONMENTAL OPTIONS ---------------------------0 FUEL/EMISSION RATE TABLES ARE NOT PRINTED 0 SIMULATION: PERFORMED ENVIRONMENTAL MEASURES: CALCULATED RATE TABLES: EMBEDDED TRAJECTORY FILE: NOT WRITTEN 2 CODE = (0,1,2) FOR UNIFORM DISTRIBUTION, NORMAL DISTRIBUTION, ERLANG DISTRIBUTION 1 CODE = (1 - 9) USED IN ERLANG DISTRIBUTION 0 INITIALIZATION CODE (0,1) = (DO NOT, DO) FORCE FULL INITIALIZATION PERIOD 0 INPUT UNITS CODE = (0,1) IF INPUT IS IN (ENGLISH, METRIC) UNITS 0 OUTPUT UNITS CODE = (0,1,2,3) IF OUTPUT IS IN (SAME AS INPUT, ENGLISH, METRIC, BOTH) UNITS 1917 CLOCK TIME AT START OF SIMULATION (HHMM) 24007 RANDOM NUMBER SEED 3600 DURATION (SEC) OF TIME PERIOD NO. 1 60 LENGTH OF A TIME INTERVAL, SECONDS 10 FRESIM TIME STEP DURATION IN TENTHS-OF-A-SECOND 5 MAXIMUM INITIALIZATION TIME, NUMBER OF TIME INTERVALS 0 NUMBER OF TIME INTERVALS BETWEEN SUCCESSIVE STANDARD OUTPUTS 0 TIME INTERMEDIATE OUTPUT WILL BEGIN AT INTERVALS OF 0 SECS. FOR 0 SECS. FOR MICROSCOPIC MODELS 1*********************************************************************************************************************************** TIME PERIOD 1 - FRESIM DATA ***********************************************************************************************************************************

0

0 0

1 0

U. S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION FHWA OFFICE OF OPERATIONS RESEARCH, DEVELOPMENT AND TECHNOLOGY

DEVELOPED FOR

TRAF SIMULATION MODEL

LINK ----------( 101, 102) ( 102, 103) ( 103, 104) ( 104, 105) ( 105, 106) ( 106, 107) ( 107, 108) ( 108, 109) ( 109, 110) ( 110, 111) ( 111, 112) ( 112, 113) ( 113, 114) ( 114, 115) ( 115, 116) ( 116, 117) ( 117, 118) ( 118, 119) ( 119, 120) ( 120, 121) ( 121, 122) ( 122, 123) ( 123, 124) ( 124, 125) ( 125, 126) ( 126, 127) ( 201, 202) ( 202, 203) ( 203, 204) ( 204, 205) ( 205, 206) ( 206, 207) ( 207, 208) ( 208, 209) ( 209, 210) ( 210, 211) ( 211, 212) ( 212, 213)

1

--- ONE --- --- TWO --- -- THREE -T T T T Y NO. Y Y Y THRU CURV P LNGTH THRU P LNGTH P LNGTH P LNGTH DEST RADIUS E (FT) LANES E ID (FT) E ID (FT) E ID (FT) NODE (FT) - ----- ----- - -- ----- - -- ----- - -- ----- ---- -----F 1690 1 103 0 F 492 1 104 0 F 984 1 105 9186 F 492 1 106 0 F 1654 1 107 0 F 492 1 108 0 F 197 1 109 0 F 492 1 110 0 F 3281 1 111 0 F 492 1 112 0 F 935 1 113 2625 F 492 1 114 0 F 961 1 115 0 F 492 1 116 0 F 400 1 117 0 F 492 1 118 0 F 607 1 119 0 F 492 1 120 0 F 1594 1 121 0 F 984 1 122 2953 F 492 1 123 0 F 5387 1 124 0 F 492 1 125 0 F 965 1 126 2953 F 492 1 127 0 F 2966 1 8003 0 F 2966 1 203 0 F 492 1 204 0 F 965 1 205 2953 F 492 1 206 0 F 5387 1 207 0 F 492 1 208 0 F 984 1 209 2953 F 1594 1 210 0 F 492 1 211 0 F 607 1 212 0 F 492 1 213 0 F 400 1 214 0

---------- AUXILIARY LANE --------G R RIGHT A PAVE TRUCK LANE OF D SUPER MENT RESTRAINT SEP PAIR E ELEV CODE CODE LANE 1 2 --- ----- ---- --------- -------0 0 1* 0 0 0 1* 0 0 4 1* 0 0 0 1* 0 0 0 1* 0 0 0 1* 0 0 0 1* 0 0 0 1* 0 0 0 1* 0 0 0 1* 0 0 4 1* 0 0 0 1* 0 0 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 4 1* 0 0 0 1* 0 1 0 1* 0 1 0 1* 0 1 4 1* 0 1 0 1* 0 1 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 4 1* 0 -1 0 1* 0 -1 0 1* 0 0 0 1* 0 1 4 1* 0 1 0 1* 0 1 0 1* 0 1 0 1* 0 1 0 1* 0 1 0 1* 0

FRESIM LINK CHARACTERISTICS ---------------------------

FREE FLOW SPEED (MPH) ----66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 QUEUE HDWY (SEC) LINK NAME ----- -----------1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

214) 215) 216) 217) 218) 219) 220) 221) 222) 223) 224) 225) 226) 227) 101) 201)

F F F F F F F F F F F F F F F F

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

TOTAL LINKS:

492 961 492 935 492 3281 492 197 492 1654 492 984 492 1690 0 0

56

LINK --------------

F FREEWAY LINK R RAMP LINK

LINK TYPE CODE

215 0 216 0 217 0 218 2625 219 0 220 0 221 0 222 0 223 0 224 0 225 0 226 9186 227 0 8004 0 102 0 202 0

0 0 0 4 0 0 0 0 0 0 0 4 0 0 0 0

1* 1* 1* 1* 1* 1* 1* 1* 1* 1* 1* 1* 1* 1* 1* 1*

1 2 3 4

DRY WET DRY WET

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

FLOW RATE (VEH/HOUR) ------------

DISTANCE --------

PERCENT CARPOOL ---------

FRESIM LINK VOLUME --------------------

MIN AVE SPEED -------------

PERCENT TRUCKS ---------

LINK ID -------------

ANTICIPATORY LANE CHANGE PARAMETERS

66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

0 TRUCKS ARE UNRESTRICTED 1 TRUCKS ARE BIASED TO CERTAIN LANE(S) 2 TRUCKS ARE RESTRICTED TO CERTAIN LANES(S)

TRUCK RESTRAINT CODE

PERCENT HOV LANE VIOLATORS --------------

LINK ID MULTIPLIER ------------- ------------(NO MODIFIERS WERE PROVIDED - MULTIPLIERS FOR ALL LINKS ARE DEFAULTED TO 1.0)

CONCRETE CONCRETE ASPHALT ASPHALT

PAVEMENT CODE

1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0

CAR FOLLOWING SENSITIVITY MULTIPLIERS

A ACCELERATION LANE D DECELERATION LANE F FULL AUXILIARY LANE

AUXILIARY LANE TYPE CODE

* INDICATES THAT THE DEFAULT VALUE IS USED

( 213, ( 214, ( 215, ( 216, ( 217, ( 218, ( 219, ( 220, ( 221, ( 222, ( 223, ( 224, ( 225, ( 226, (8100, (8200,

101) 201)

298 230

TABLE OF EMBEDDED DATA CHANGES ------------------------------

20 20

0 0

1

VEHICLE TYPE ------3 4 5 6 2 7 1 8 9

LENGTH (FEET) -----35 53 53 64 16 40 14 14 16

1 ---2.20

2 ---2.10

3 ---2.00

16

16

16

16

7 ---1.20

MAXIMUM JERK (FT/SEC^3) -----------7.0 6.0 6.0 6.0 8.0 7.0 7.0 7.0 8.0

VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE

MAX. DECELERATION (FT/SEC^2) -----------------15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 CARS ---0 0 0 0 15 0 85 0 0

8 ---1.10

1 2 3 4 5 6 7 8 9

80 80 80 80 80 80 80 80 80

OF FLEET BUSES CARPOOLS ----- -------0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 85 0 15

TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE

PERCENT TRUCKS -----65 0 35 0 0 0 0 0 0

FRESIM VEHICLE TYPE SPECIFICATIONS ----------------------------------

FOR FOR FOR FOR FOR FOR FOR FOR FOR

: : : : : : : : :

DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION

MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM

NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY

0.5

3

6 ---1.40

MINIMUM SEPARATION FOR VEHICLE GENERATION (ZMNHDY):

LAG TO ACCELERATION (ZLAGAC):

ZFRICT ARRAY:

5 ---1.60

9 ---0.90

3

AVERAGE OCCUPANCY --------1.2 1.2 1.2 1.2 1.3 25.0 1.3 2.5 2.5

10 ---0.70

PERF. INDEX ----3 4 5 6 2 7 1 1 2

LAG TO DECELERATION (ZLAGDC):

4 ---1.80

PITT CAR FOLLOWING CONSTANT = 10 FEET

DRIVER TYPE: -----------ZFOLK ARRAY:

Please ensure your input values are correct.

1.00 1.00

***** WARNING - Entries 1 through 10 of Record Type 68 are now entered in hundredths of a second.

1

(8100, (8200,

FRESIM FRESIM FRESIM FRESIM

1 2 3 4

4 --98

5 --99

6 --102

CURRENT CONTENT (VEHICLES)

7 --104

LINK STATISTICS

( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( (

101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117,

102) 103) 104) 105) 106) 107) 108) 109) 110) 111) 112) 113) 114) 115) 116) 117) 118)

302 298 297 295 295 293 295 295 298 299 300 299 297 297 297 297 297

298 297 295 295 293 295 295 298 299 300 299 297 297 297 297 297 298

12 0 0 5 36 3 0 6 64 2 0 8 28 2 0 4 4

4 1 2 0 4 0 0 0 2 0 3 2 0 0 0 0 0

1.5 0.4 0.9 0.4 1.4 0.4 0.2 0.4 3.0 0.4 0.9 0.4 0.9 0.5 0.4 0.5 0.6

97.4 27.7 55.1 27.5 91.9 27.4 11.0 27.6 185.8 27.9 53.2 27.8 54.1 27.7 22.5 27.7 34.2

89.1 25.4 51.0 25.6 85.7 26.0 10.4 26.2 177.1 26.9 51.1 26.7 52.3 27.1 22.1 27.1 33.4

17.6 5.1 10.3 5.2 17.5 5.3 2.1 5.3 35.5 5.4 10.2 5.4 10.6 5.5 4.5 5.5 6.7

17.2 5.0 10.0 5.0 16.8 5.0 2.0 5.0 33.5 5.0 9.5 5.0 9.8 5.0 4.1 5.0 6.2

0.4 0.1 0.3 0.2 0.7 0.3 0.1 0.3 2.1 0.4 0.7 0.4 0.8 0.5 0.4 0.5 0.6

0.98 0.98 0.97 0.96 0.96 0.95 0.95 0.95 0.94 0.93 0.93 0.93 0.93 0.92 0.92 0.92 0.92

0.91 0.92 0.93 0.93 0.93 0.95 0.95 0.95 0.95 0.96 0.96 0.96 0.97 0.98 0.98 0.98 0.98

9 --112

0.02 0.02 0.03 0.03 0.04 0.05 0.05 0.05 0.06 0.06 0.06 0.07 0.07 0.08 0.08 0.08 0.08

10 --116

304.4 297.0 295.9 295.0 293.3 294.5 295.0 295.8 299.1 299.6 300.2 297.9 297.0 297.0 297.0 297.0 297.4

4.6 4.5 4.6 4.6 4.6 4.7 4.7 4.7 4.7 4.8 4.8 4.8 4.8 4.8 4.9 4.9 4.8

DENSITY VPMPL --------

65.58 65.44 64.85 64.50 64.30 63.28 63.29 63.24 62.96 62.34 62.43 62.26 62.07 61.31 61.16 61.20 61.36

FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY

SPEED LINK MILE/HR TYPE --------- ----

EQUILIBRIUM ATTAINED

VOLUME VPHPL -------

10000 160 115 10

PERCENT DIFFERENCE

8 --106

0 5 5 13 13 28 28 31 ALL EXISTING SUBNETWORKS REACHED EQUILIBRIUM

PRIOR CONTENT (VEHICLES)

INITIALIZATION STATISTICS

3 --95

CUMULATIVE FRESIM STATISTICS AT TIME 20 17 0 -----------------------------------------------------

SUBNETWORK TYPE

2 --88

TIME INTERVAL NUMBER

1 --80

VEH-MIN/ SECONDS/VEHICLE VEH-MILE ---------------------------VEHICLES LANE CURR AVG VEHVEHTOTAL MOVE DELAY LINK IN OUT CHNG CONT CONT MILES MIN TIME TIME TIME M/T TOTAL DELAY ----------- ----- ----- ---- ----- ----- ------- ------- ------ ----- ----- ----- ----- -----

1

1

PERCENTAGE:

DRIVER TYPE:

FREE FLOW SPEED PERCENTAGES ---------------------------

118, 119, 120, 121, 122, 123, 124, 125, 126, 201, 202, 203, 204, 205, 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216, 217, 218, 219, 220, 221, 222, 223, 224, 225, 226,

119) 120) 121) 122) 123) 124) 125) 126) 127) 202) 203) 204) 205) 206) 207) 208) 209) 210) 211) 212) 213) 214) 215) 216) 217) 218) 219) 220) 221) 222) 223) 224) 225) 226) 227)

297 296 296 298 294 294 291 291 289 230 230 230 231 229 228 228 229 229 229 228 228 229 229 229 229 229 229 229 229 229 224 224 224 224 224

0 0 0 7 97 4 0 4 14 17 1 0 4 52 2 0 0 6 6 0 0 5 19 0 0 3 34 1 0 3 26 1 0 0 0

0.5 1.5 0.9 0.5 5.1 0.5 0.9 0.5 2.8 2.0 0.3 0.7 0.3 3.7 0.3 0.7 1.1 0.4 0.4 0.4 0.3 0.4 0.7 0.4 0.7 0.4 2.4 0.4 0.1 0.4 1.2 0.4 0.7 0.4 1.2

27.2 87.9 54.3 27.3 303.5 28.2 54.7 27.6 165.6 119.5 20.1 39.6 20.3 224.4 20.6 41.4 68.2 21.0 26.0 21.2 17.4 21.4 41.8 21.5 41.2 21.6 144.4 21.7 8.7 21.8 72.3 21.3 42.7 21.3 73.1

TOTAL DELAY (VEH-MIN) =

5.5 17.8 11.0 5.5 61.5 5.8 11.2 5.7 34.4 31.1 5.2 10.3 5.3 58.6 5.4 10.9 17.8 5.5 6.8 5.6 4.6 5.6 10.9 5.6 10.8 5.7 37.9 5.7 2.3 5.7 19.1 5.7 11.4 5.7 19.6

5.0 16.3 10.0 5.0 55.0 5.0 9.9 5.0 30.3 30.6 5.1 10.0 5.1 55.6 5.1 10.1 16.5 5.1 6.3 5.1 4.1 5.1 9.9 5.1 9.7 5.1 33.9 5.1 2.0 5.1 17.1 5.1 10.2 5.1 17.5

0.5 1.5 1.0 0.5 6.5 0.7 1.3 0.7 4.1 0.5 0.2 0.4 0.2 3.0 0.3 0.7 1.3 0.4 0.5 0.5 0.4 0.5 1.0 0.6 1.1 0.6 4.0 0.6 0.3 0.6 2.0 0.6 1.3 0.6 2.1

0.92 0.91 0.91 0.91 0.89 0.87 0.88 0.88 0.88 0.98 0.97 0.97 0.96 0.95 0.94 0.93 0.92 0.92 0.92 0.91 0.90 0.91 0.91 0.90 0.89 0.90 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

0.98 0.98 0.98 0.99 1.00 1.03 1.02 1.02 1.02 0.92 0.94 0.94 0.94 0.96 0.97 0.97 0.98 0.99 0.99 0.99 1.00 1.00 1.00 1.01 1.02 1.01 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02

0.08 0.08 0.09 0.09 0.11 0.13 0.12 0.12 0.12 0.02 0.03 0.03 0.04 0.05 0.06 0.07 0.07 0.08 0.08 0.09 0.10 0.10 0.09 0.10 0.11 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11

297.9 296.4 296.0 296.6 296.2 294.0 293.4 291.0 289.1 230.3 230.0 230.0 230.5 229.8 228.2 227.9 230.0 229.0 229.0 228.3 228.0 229.0 229.0 229.0 229.0 229.0 228.7 229.1 229.0 229.0 227.0 224.0 224.0 224.0 224.0

61.28,

4.9 4.9 4.9 4.9 5.0 5.0 5.0 4.9 4.9 3.5 3.6 3.6 3.6 3.7 3.7 3.7 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.9 3.9 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.8

0.98, DELAY TIME (MIN)/ VEH-MILE =

49.0, SPEED(MPH) =

217.05, TRAVEL TIME (MIN)/VEH-MILE =

46.2, CURRENT CONTENT =

2774.0, MOVING/TOTAL TRIP TIME = 0.922,

NETWORK STATISTICS

27.8 89.5 55.2 27.6 302.2 27.4 53.6 27.1 162.4 129.4 21.4 42.0 21.5 234.5 21.3 42.5 69.4 21.3 26.3 21.3 17.3 21.3 41.7 21.3 40.6 21.3 142.1 21.3 8.5 21.3 71.1 20.9 41.7 20.9 71.7

2833.2, VEHICLE-MINUTES =

1 2 0 0 5 0 3 0 2 1 0 0 0 4 1 1 3 0 0 1 0 0 0 0 0 0 1 1 0 0 5 0 0 0 0

AVERAGE CONTENT =

VEHICLE-MILES =

298 297 296 296 298 294 294 291 291 229 230 230 230 231 229 228 228 229 229 229 228 228 229 229 229 229 229 229 229 229 229 224 224 224 224

TWO-LANE HIGHWAY STATISTICS

( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( (

0.08

61.33 61.06 60.92 60.65 59.75 58.31 58.76 58.98 58.84 64.94 64.12 63.76 63.49 62.69 61.92 61.57 61.07 60.88 60.85 60.33 59.71 59.77 59.88 59.50 59.03 59.25 59.03 58.96 58.78 58.80 59.00 58.74 58.70 58.76 58.88

FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY

TOTAL CPU TIME FOR SIMULATION = TOTAL CPU TIME FOR THIS RUN = 0LAST CASE PROCESSED

7.41 SECONDS 7.41 SECONDS

0.08,

0.98

DELAY TIME =

42.62 , DELAY TIME =

MINUTES/MILE OF:

MOVE TIME =

61.28, 0.92,

MOVE/TOTAL = 0.92

NETWORK-WIDE STATISTICS FOR SCRIPT PROCESSING 2833.19, 42.62, 3.62, 46.23,

61.28

VEHICLE-HOURS OF:

------------------------------NETWORK-WIDE AVERAGE STATISTICS -------------------------------

0.08 , TOTAL TIME =

3.62 , TOTAL TIME =

0.98

46.23

---------------------- PERCENT OF TRAFFIC AT OR BELOW INDICATED HEADWAY, SEC --------------------0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 0 7 18 13 12 2 0 1 1 1 1 0 0 1 0 0 2 1 1 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100

AVERAGE SPEED ( MPH)=

LANE 1 2

2833.19

MEAN HEADWAY SEC 12.54 793.95

126

----------------------- PERCENT OF TRAFFIC AT OR BELOW INDICATED SPEED, FPS ---------------------5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 16 26 14 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 0 50

LANE 1 2

FRESIM INTERMEDIATE LINK STATION DATA AT TIME 20 17 0 -----------------------------------------------------LINK: ( 126, 127), LINK TYPE: FRWY, STATION PLACEMENT 50 FEET FROM NODE

FOLLOWER DENSITY ---------------3.3 2.5

MEAN SPEED (FPS) 87.4 94.1

PTSF ---47.2 46.3

TOTAL VEHICLE- MILE =

1

ENTRYNODE --------8100 8200

TTTTTTTTTTT TTTTTTTTTTT TTTTTTTTTTT TTT TTT TTT TTT TTT TTT TTT TTT TTT

AAAAAAA AAAAAAAAA AAAAAAAAAAA AAA AAA AAA AAA AAAAAAAAAAA AAAAAAAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA

FFFFFFFFFFF FFFFFFFFFFF FFFFFFFFFFF FFF FFF FFFFFFF FFFFFFF FFF FFF FFF FFF FFF

VERSION 6.2 RELEASE DATE DECEMBER 2009 BUILD NUMBER 510

RRRRRRRRR RRRRRRRRRR RRRRRRRRRRR RRR RRR RRR RRR RRRRRRRRRRR RRRRRRRRRR RRR RRR RRR RRR RRR RRR RRR RRR RRR RRR

INPUT FILE NAME: C:\TSIS6 Projects\Two-Lane Highways\R9N_FIJ07.trf RUN DATE : 11/03/10

SITIO: RUTA 9N

0

0 1

VALUE

RUN IDENTIFICATION NUMBER RUN TYPE CODE = ( 1, 2, 3) TO RUN (SIMULATION, ASSIGNMENT, BOTH) (-1,-2,-3) TO CHECK (SIMULATION, ASSIGNMENT, BOTH) ONLY

RUN PARAMETERS AND OPTIONS

RUN CONTROL DATA

DATE = 07/22/2010 USER = MM AGENCY = UNC

FRESIM OFFLINE INCIDENT DETECTION CODE = (0, 1) IF OFFLINE INCIDENT DETECTION (IS NOT, IS) BEING PERFORMED FRESIM ENVIRONMENTAL OPTIONS ---------------------------0 FUEL/EMISSION RATE TABLES ARE NOT PRINTED 0 SIMULATION: PERFORMED ENVIRONMENTAL MEASURES: CALCULATED RATE TABLES: EMBEDDED TRAJECTORY FILE: NOT WRITTEN 2 CODE = (0,1,2) FOR UNIFORM DISTRIBUTION, NORMAL DISTRIBUTION, ERLANG DISTRIBUTION 1 CODE = (1 - 9) USED IN ERLANG DISTRIBUTION 0 INITIALIZATION CODE (0,1) = (DO NOT, DO) FORCE FULL INITIALIZATION PERIOD 0 INPUT UNITS CODE = (0,1) IF INPUT IS IN (ENGLISH, METRIC) UNITS 0 OUTPUT UNITS CODE = (0,1,2,3) IF OUTPUT IS IN (SAME AS INPUT, ENGLISH, METRIC, BOTH) UNITS 1917 CLOCK TIME AT START OF SIMULATION (HHMM) 24007 RANDOM NUMBER SEED 3600 DURATION (SEC) OF TIME PERIOD NO. 1 60 LENGTH OF A TIME INTERVAL, SECONDS 10 FRESIM TIME STEP DURATION IN TENTHS-OF-A-SECOND 5 MAXIMUM INITIALIZATION TIME, NUMBER OF TIME INTERVALS 0 NUMBER OF TIME INTERVALS BETWEEN SUCCESSIVE STANDARD OUTPUTS 0 TIME INTERMEDIATE OUTPUT WILL BEGIN AT INTERVALS OF 0 SECS. FOR 0 SECS. FOR MICROSCOPIC MODELS 1*********************************************************************************************************************************** TIME PERIOD 1 - FRESIM DATA ***********************************************************************************************************************************

0

0 0

1 0

U. S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION FHWA OFFICE OF OPERATIONS RESEARCH, DEVELOPMENT AND TECHNOLOGY

DEVELOPED FOR

TRAF SIMULATION MODEL

TOTAL LINKS:

30

--- ONE --- --- TWO --- -- THREE -T T T T Y NO. Y Y Y THRU CURV P LNGTH THRU P LNGTH P LNGTH P LNGTH DEST RADIUS E (FT) LANES E ID (FT) E ID (FT) E ID (FT) NODE (FT) - ----- ----- - -- ----- - -- ----- - -- ----- ---- -----F 2953 1 103 0 F 492 1 104 0 F 2953 1 105 0 F 492 1 106 0 F 2625 1 107 0 F 492 1 108 0 F 656 1 109 7500 F 492 1 110 0 F 328 1 111 0 F 492 1 112 0 F 984 1 113 0 F 492 1 114 0 F 2953 1 8003 0 F 2953 1 203 0 F 492 1 204 0 F 984 1 205 0 F 492 1 206 0 F 328 1 207 0 F 492 1 208 0 F 656 1 209 7500 F 492 1 210 0 F 2625 1 211 0 F 492 1 212 0 F 2953 1 213 0 F 492 1 214 0 F 2953 1 8004 0 F 0 1 102 0 F 0 1 202 0

F FREEWAY LINK R RAMP LINK

LINK TYPE CODE A ACCELERATION LANE D DECELERATION LANE

AUXILIARY LANE TYPE CODE

1 DRY CONCRETE 2 WET CONCRETE

PAVEMENT CODE

FREE FLOW SPEED (MPH) ----60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 QUEUE HDWY (SEC) LINK NAME ----- -----------1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

0 TRUCKS ARE UNRESTRICTED 1 TRUCKS ARE BIASED TO

TRUCK RESTRAINT CODE

G R RIGHT A PAVE TRUCK LANE OF D SUPER MENT RESTRAINT SEP PAIR E ELEV CODE CODE LANE 1 2 --- ----- ---- --------- -------0 0 1* 0 1 0 1* 0 1 0 1* 0 1 0 1* 0 0 0 1* 0 1 0 1* 0 1 4 1* 0 1 0 1* 0 1 0 1* 0 1 0 1* 0 0 0 1* 0 -1 0 1* 0 0 0 1* 0 0 0 1* 0 1 0 1* 0 0 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 4 1* 0 -1 0 1* 0 0 0 1* 0 -1 0 1* 0 -1 0 1* 0 -1 0 1* 0 0 0 1* 0 0 0 1* 0 0 0 1* 0

FRESIM LINK CHARACTERISTICS ---------------------------

---------- AUXILIARY LANE ---------

* INDICATES THAT THE DEFAULT VALUE IS USED

LINK ----------( 101, 102) ( 102, 103) ( 103, 104) ( 104, 105) ( 105, 106) ( 106, 107) ( 107, 108) ( 108, 109) ( 109, 110) ( 110, 111) ( 111, 112) ( 112, 113) ( 113, 114) ( 201, 202) ( 202, 203) ( 203, 204) ( 204, 205) ( 205, 206) ( 206, 207) ( 207, 208) ( 208, 209) ( 209, 210) ( 210, 211) ( 211, 212) ( 212, 213) ( 213, 214) (8100, 101) (8200, 201)

1

CERTAIN LANE(S) 2 TRUCKS ARE RESTRICTED TO CERTAIN LANES(S)

FLOW RATE (VEH/HOUR) -----------552 315

DISTANCE --------

TABLE OF EMBEDDED DATA CHANGES ------------------------------

PERCENT CARPOOL --------0 0

FRESIM LINK VOLUME --------------------

MIN AVE SPEED -------------

PERCENT TRUCKS --------18 25

LINK ID -------------

ANTICIPATORY LANE CHANGE PARAMETERS

1 ---2.20

2 ---2.10

3 ---2.00

16

16

16

16

7 ---1.20

FOR FOR FOR FOR

VEHICLE VEHICLE VEHICLE VEHICLE

TYPE TYPE TYPE TYPE

1 2 3 4

8 ---1.10

80 80 80 80

: : : :

DECELERATION DECELERATION DECELERATION DECELERATION

MAXIMUM MAXIMUM MAXIMUM MAXIMUM

NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY

0.5

3

6 ---1.40

MINIMUM SEPARATION FOR VEHICLE GENERATION (ZMNHDY):

LAG TO ACCELERATION (ZLAGAC):

ZFRICT ARRAY:

5 ---1.60

9 ---0.90

LAG TO DECELERATION (ZLAGDC):

4 ---1.80

PITT CAR FOLLOWING CONSTANT = 10 FEET

DRIVER TYPE: -----------ZFOLK ARRAY:

3

10 ---0.70

Please ensure your input values are correct.

PERCENT HOV LANE VIOLATORS -------------1.00 1.00

LINK ID MULTIPLIER ------------- ------------(NO MODIFIERS WERE PROVIDED - MULTIPLIERS FOR ALL LINKS ARE DEFAULTED TO 1.0)

***** WARNING - Entries 1 through 10 of Record Type 68 are now entered in hundredths of a second.

1

LINK -------------(8100, 101) (8200, 201)

3 DRY ASPHALT 4 WET ASPHALT

CAR FOLLOWING SENSITIVITY MULTIPLIERS

F FULL AUXILIARY LANE

1

1

FRESIM FRESIM FRESIM FRESIM

FOR FOR FOR FOR FOR

VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE

CARS ---0 0 0 0 15 0 85 0 0

PERCENT TRUCKS -----55 0 45 0 0 0 0 0 0

4 --98

5 --99

6 --102

0 9 29 43

PRIOR CONTENT (VEHICLES)

7 --104

9 29 43 43

CURRENT CONTENT (VEHICLES)

INITIALIZATION STATISTICS

3 --95

: : : : :

80 80 80 80 80

9 --112

10000 222 48 0

PERCENT DIFFERENCE

8 --106

10 --116

REASON CODE --------

AVERAGE OCCUPANCY --------1.2 1.2 1.2 1.2 1.3 25.0 1.3 2.5 2.5

EQUILIBRIUM ATTAINED

PERF. INDEX ----3 4 5 6 2 7 1 1 2

UPSTREAM FEEDING LANE NUMBER --------------------------------------------1 2 3 4 5 6 7 8 9 10 11 --- --- --- --- --- --- --- --- --- ---- ----

FREE FLOW SPEED PERCENTAGES ---------------------------

DISTANCE FROM UPST. NODE (FT) ------------

5 6 7 8 9

OF FLEET BUSES CARPOOLS ----- -------0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 85 0 15

TYPE TYPE TYPE TYPE TYPE

FRESIM LANE ALIGNMENT TABLE -----------------------------

MAX. DECELERATION (FT/SEC^2) -----------------15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0

2 --88

1 2 3 4

1 --80

SUBNETWORK TYPE

PERCENTAGE:

DRIVER TYPE:

LINK TYPE ------

MAXIMUM JERK (FT/SEC^3) -----------7.0 6.0 6.0 6.0 8.0 7.0 7.0 7.0 8.0

LINK ------------

LENGTH (FEET) -----35 53 53 64 16 40 14 14 16

DECELERATION DECELERATION DECELERATION DECELERATION DECELERATION

FRESIM VEHICLE TYPE SPECIFICATIONS ----------------------------------

NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY NON-EMERGENCY

TIME INTERVAL NUMBER

VEHICLE TYPE ------3 4 5 6 2 7 1 8 9

MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM

LINK STATISTICS

CUMULATIVE FRESIM STATISTICS AT TIME 20 17 0 -----------------------------------------------------

ALL EXISTING SUBNETWORKS REACHED EQUILIBRIUM

( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( (

101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 201, 202, 203, 204, 205, 206, 207, 208, 209, 210, 211, 212, 213,

102) 103) 104) 105) 106) 107) 108) 109) 110) 111) 112) 113) 114) 202) 203) 204) 205) 206) 207) 208) 209) 210) 211) 212) 213) 214)

548 547 545 545 542 544 543 544 545 545 545 550 548 318 316 314 313 313 312 312 312 316 315 320 318 318

69 3 0 9 78 9 0 3 3 0 0 13 37 20 0 0 0 0 0 0 1 9 0 0 3 5

5.4 0.9 5.6 0.9 5.0 0.9 1.3 1.0 0.6 1.0 1.9 1.0 5.8 3.0 0.5 1.0 0.5 0.3 0.5 0.7 0.5 2.8 0.5 3.2 0.5 3.3

321.9 54.4 333.1 55.9 298.2 56.9 76.1 57.3 38.3 57.7 115.4 58.2 351.0 179.3 30.4 60.8 30.4 20.3 30.5 40.9 30.9 167.3 31.7 193.1 32.8 197.5

TOTAL DELAY (VEH-MIN) =

34.9 6.0 36.6 6.2 33.0 6.3 8.4 6.3 4.2 6.3 12.7 6.4 38.3 33.8 5.8 11.6 5.8 3.9 5.9 7.9 5.9 31.9 6.0 36.5 6.2 37.3

33.4 5.6 33.4 5.6 29.7 5.6 7.4 5.6 3.7 5.6 11.1 5.6 33.4 33.0 5.5 11.0 5.5 3.7 5.5 7.4 5.5 29.4 5.5 33.2 5.5 33.2

1.5 0.4 3.2 0.6 3.3 0.7 1.0 0.8 0.5 0.8 1.6 0.8 4.9 0.8 0.2 0.5 0.3 0.2 0.3 0.5 0.4 2.5 0.5 3.4 0.6 4.0

0.96 0.93 0.91 0.90 0.90 0.89 0.88 0.88 0.88 0.88 0.88 0.87 0.87 0.98 0.96 0.95 0.95 0.95 0.94 0.94 0.93 0.92 0.92 0.91 0.90 0.89

1.04 1.07 1.09 1.10 1.11 1.12 1.13 1.13 1.13 1.14 1.14 1.14 1.14 1.01 1.03 1.03 1.04 1.04 1.05 1.05 1.06 1.07 1.08 1.09 1.10 1.11

0.05 0.07 0.10 0.11 0.11 0.13 0.13 0.13 0.14 0.14 0.14 0.14 0.15 0.02 0.04 0.05 0.05 0.06 0.06 0.07 0.07 0.08 0.09 0.10 0.11 0.12

553.8 547.3 546.6 545.0 541.9 543.3 543.3 543.8 544.1 545.4 545.0 547.5 549.7 318.3 316.8 315.5 313.8 313.0 312.6 312.1 312.0 314.3 316.0 317.3 319.3 317.9

VOLUME VPHPL -------

55.13,

9.6 9.7 9.9 10.0 10.0 10.2 10.2 10.2 10.3 10.3 10.3 10.4 10.5 5.3 5.4 5.4 5.4 5.4 5.5 5.5 5.5 5.6 5.7 5.8 5.9 5.9

DENSITY VPMPL --------

1.09, DELAY TIME (MIN)/ VEH-MILE =

48.0, SPEED(MPH) =

258.50, TRAVEL TIME (MIN)/VEH-MILE =

48.7, CURRENT CONTENT =

2920.0, MOVING/TOTAL TRIP TIME = 0.911,

NETWORK STATISTICS

309.8 51.0 305.7 50.8 269.4 50.6 67.5 50.7 33.8 50.8 101.6 51.0 307.5 178.0 29.5 58.8 29.2 19.4 29.1 38.8 29.1 156.2 29.4 177.4 29.8 177.8

2682.8, VEHICLE-MINUTES =

7 1 5 0 9 0 1 0 0 4 1 0 3 2 2 3 1 0 1 1 0 2 1 1 2 1

AVERAGE CONTENT =

VEHICLE-MILES =

554 548 547 545 545 542 544 543 544 545 545 545 550 317 318 316 314 313 313 312 312 312 316 315 320 318

VEH-MIN/ SECONDS/VEHICLE VEH-MILE ---------------------------VEHICLES LANE CURR AVG VEHVEHTOTAL MOVE DELAY LINK IN OUT CHNG CONT CONT MILES MIN TIME TIME TIME M/T TOTAL DELAY ----------- ----- ----- ---- ----- ----- ------- ------- ------ ----- ----- ----- ----- -----

1

0.10

57.73 56.26 55.06 54.51 54.21 53.41 53.22 53.10 52.99 52.86 52.79 52.63 52.56 59.58 58.30 58.06 57.71 57.50 57.26 56.88 56.50 56.05 55.70 55.13 54.49 54.03

FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY FRWY

SPEED LINK MILE/HR TYPE --------- ----

TOTAL CPU TIME FOR SIMULATION = TOTAL CPU TIME FOR THIS RUN = 0LAST CASE PROCESSED

5.68 SECONDS 5.68 SECONDS

0.10,

1.09

DELAY TIME =

44.36 , DELAY TIME =

MINUTES/MILE OF:

MOVE TIME =

55.13, 0.91,

MOVE/TOTAL = 0.91

NETWORK-WIDE STATISTICS FOR SCRIPT PROCESSING 2682.79, 44.36, 4.31, 48.67,

55.13

AVERAGE SPEED ( MPH)=

VEHICLE-HOURS OF:

------------------------------NETWORK-WIDE AVERAGE STATISTICS -------------------------------

0.10 , TOTAL TIME =

4.31 , TOTAL TIME =

1.09

48.67

---------------------- PERCENT OF TRAFFIC AT OR BELOW INDICATED HEADWAY, SEC --------------------0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 0 8 23 18 15 4 2 1 1 1 1 1 0 1 1 0 0 1 1 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100

2682.79

LANE 1 2

TOTAL VEHICLE- MILE =

MEAN HEADWAY SEC 6.70 243.15

113

----------------------- PERCENT OF TRAFFIC AT OR BELOW INDICATED SPEED, FPS ---------------------5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0 0 0 0 0 0 0 0 0 0 0 1 3 34 21 8 21 9 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 21 7 14 21 21 14 0

50 FEET FROM NODE

FRESIM INTERMEDIATE LINK STATION DATA AT TIME 20 17 0 ------------------------------------------------------

LINK: ( 113, 114), LINK TYPE: FRWY, STATION PLACEMENT

FOLLOWER DENSITY ---------------7.8 3.6

LANE 1 2

PTSF ---63.0 47.2

MEAN SPEED (FPS) 77.8 83.3

ENTRYNODE --------8100 8200

TWO-LANE HIGHWAY STATISTICS