DATE:

Ciudad Juárez Heavy Duty Vehicle Survey



Vol II. Travel Demand and emissions models







Contents



page

I. Background 1



Field data 1





II. The Transportation Network 2



Network update 3

Zone structure 4





III. Travel Demand Model 6



Truck-trip purposes 6

Truck-trip generation 6

Truck-trip distribution 6

Aggregation of truck O-D trip matrices 14

Assignment for heavy-trucks 15

Assignment for buses 15





IV. On-road Mobile Emissions Model 17



Development of emission rates 17

MOBILE Juárez emission rates 17

Part5 emission rates 18

Estimation of total daily emissions 18

Grid structure 20

Daily gridded emissions 21

Overall city-wide emissions 21









i

V. Conclusions 28





Appendix A

Input files from MOBILE Juárez



Appendix B

Example output file from MOBILE Juárez



Appendix C

Input files from Part5



Appendix D

Output files from Part5



Appendix E

VB code for PrepinPlus









ii

Background





The Cd. Juárez Heavy Duty Vehicle Survey was established as a work agreement between

the Texas Natural Resource Conservation Commission (TNRCC), and the Universidad

Autónoma de Ciudad Juárez (UACJ), with the main objective of performing a preliminary

evaluation of the impact of bus heavy-duty vehicle activity within Juárez regarding its air

quality.





In a first phase UACJ gathered and organized the necessary field data, and then in a

second phase sought the assistance of the Instituto Municipal de Investigación y Planeación

(IMIP) for the travel demand and emissions modeling components of the project. This

Volume II report summarizes the methodology and findings of these latter components.









Field data



In preparation for the modeling components, UACJ undertook the following field data

gathering tasks:





 Workplace and external station travel survey of heavy-duty vehicle drivers

 Travel time-delay study of heavy-duty vehicles

 Traffic characterization/counts at selected roadway intersections

 Vehicle type survey at selected workplaces and trucking companies.

 Delay study and queue counts at the international bridges





This data was provided to IMIP to be processed and fed into the travel demand and

emissions models.









1

The Transportation Network



As a first step in the travel and emissions modeling process, a transportation network needs

to be developed. A transportation network is defined as a mathematical representation of

the physical transportation infrastructure in the city, through which vehicle traffic flows can

be channeled. This abstract composition is basically a simplified version of the street

layout, depicted as an interconnected web of links and nodes with attached attributes,

describing individual physical and operational characteristics.





This information has been developed and organized in a GIS (geographic information

system) environment, using TransCAD software. Figure 1 shows the Cd. Juárez

transportation-modeling network for year 2001, on top of a roadway map of the city.





Such network depicts the most relevant streets in terms of traffic volume, from access-

controlled arterials down to collector roads. No local streets are depicted individually but are

instead represented collectively by a series of connector nodes. In Figure 1 these can be

identified by the dashed red links.





The main attributes of the links in the network include:





 Length

 Direction of travel

 Functional classification

 Area type where the link is located

 Vehicular traffic capacity

 Average vehicle speed and travel time

 Average bus transit speed and travel time





The functional classifications of links for Cd. Juárez are: expressway (code 3), principal

arterial divided (code 4), principal arterial undivided (code 5), minor arterial divided (code 6),





2

minor arterial undivided (code 7), minor arterial undivided/unpaved (code 8), access ramps

(12), and link connectors (code 0).





Area type is a measure of urban activity commonly used by transportation and urban

planners and is a function of the population and employment densities. Cd. Juárez has

been characterized through four area types, from high to low urban activity: CBD (central

business district), Urban, Suburban and Rural.









Figure 1. Cd. Juárez transportation network









3

Network update



The Cd. Juárez transportation network was originally inventoried and developed by IMIP as

part of the 1996 comprehensive transportation study, but under the current project has been

updated to include recently constructed roadways and various roadway improvements. In

addition, for the specific needs of the current project, the network has been provided an

additional attribute field for heavy-truck speed, and its values estimated from the travel time-

delay data gathered by UACJ. Table 1 shows the average values of truck speeds obtained

for a cross-classification of area types and functional classifications of roadways.





Table 1. Average speeds obtained for heavy trucks within Cd. Juárez



Area Type

Speed (mph)

CBD Urban Suburban and Rural

(1) (2) (3 y 4)

Conn

15 15 15

(0)

Functional Classification









Expy

31.23 31.23 41.29

(3)

PartD

18.62 23.62 27.62

(4)

PartU

12.66 18.96 18.96

(5)

MartD

12.66 18.96 18.96

(6)

MartU

12.66 18.96 18.96

(7)

MartUnp

12.66 18.96 18.96

(8)

Ramp

12.66 18.96 18.96

(12)



Assumed default areas are shown in red, since no observations were available to compute

an average.









4

Zone structure



Having updated the base link-node layout, it was then necessary to define a compatible

zoning design, commonly referred to as the traffic analysis zone (TAZ) structure. Each TAZ

serves, for modeling purposes, as a coarse geographic reference of the origins and

destinations of urban travel; therefore the zoning structure allows the aggregation of travel

exchange between different points of the transportation study area. In theory, the area

boundaries of a TAZ should follow surrounding links of the main roadway system, so travel

with trip ends in a given TAZ would use such surrounding links as immediate access to the

system.





Since the spatial location of links changed only slightly when accommodating the few new

roadways, the same zone structure of 425 internal TAZs originally developed for the 1996

network was used for the current project. Data for each TAZ such as population and

employment was updated.





In addition to the internal TAZs, six external TAZs were designated for three international

ports-of-entry (Santa Teresa, BOTA, and Zaragoza), and the three highways connecting Cd.

Juárez to other Mexican towns (Porvenir, Chihuahua, and Casas Grandes highways).

The zone structure is shown on Figure 2.









Figure 2. Zone structure for travel modeling









5

Travel Demand Model



Having established a transportation network with link attributes and a compatible zone

structure, the travel demand modeling process could then be initiated. A heavy-duty vehicle

travel model was necessary for the development for truck activity (cargo-delivery) and not

for bus transit activity, since the latter operates on pre-established routes, frequencies and

times during the day. Thus, the estimation of link and system VMT for bus transit is much

simpler and straightforward than for truck activity.









Truck-trip purposes



For proper organization and characterization of truck vehicle activity, three trip purposes

were considered:





1) TRLOCL: Trip within the city (i.e. local trips).

2) TREXLO: Trip with one of its ends outside of the city.

3) TRTHRU: Trip only passing through the city.





Trip patterns for these trips purposes where established separately throughout the travel

modeling process, and prior to network assignment were aggregated in a single origin-

destination matrix.









Truck-trip generation



Trip generation is the initial step in the classical travel demand modeling process. It

provides the total number of trip productions and trip attractions for each zone of the study









6

area or TAZ. These trip productions and trip attractions usually are expressed as daily

person or vehicle trips, and are further categorized by trip purpose.





For the trip generation step under the current project, IMIP used cross-classification trip

rates developed from the 1996 workplace travel survey 1. Trip rates tend to be quite stable

over time, usually within ten years of its original development, so their use was considered

appropriate under the current study. Table 2 shows the trip rates used for truck-trip

generation. The rates have units of truck trips per employee, at workplaces from three

different economic activities (basic, retail, and services), and located at the four different

area types (CBD, Urban, Suburban, and Rural).





Table 2. Average truck trip rates for Cd. Juárez



Area Type

Trip (1) (2) (3) (4)

Purpose CBD Urban Suburban Rural



TREXLO 0.062 0.505 0.109 0.627

Basic

Economic









TRLOCL 0.002 0.000 0.012 0.087

Activity









TREXLO 14.438 7.179 2.681 10.485

Retail

TRLOCL 0.000 0.129 0.549 0.477

TREXLO 0.409 3.568 4.875 2.694

Service

TRLOCL 0.000 0.000 0.102 0.028









The TRTHRU trip purpose does not go through the trip generation process, instead its base

year O-D matrix from the survey is expanded to current count volumes using the Fratar

algorithm.





The trip rates for purpose TREXLO were originally developed for non-home-based trips, but

were used herein to proportion external local truck trips to all traffic analysis zones in the

city, later to be factored to the control total counted at the external access points.









1

Tech Memo EITII-03, “Editing/analysis of the workplace/special generator survey database”, IMIP (June 1998).







7

The trip purpose TRLOCL was originally developed for all types of trucking activity within the

city, including those from light trucks, thus the resulting total needs a reduction of about

60%, which is the proportion of heavy truck traffic, from the total truck traffic2.





In order to convert the truck shown trips-rates into truck trip productions and attractions by

TAZ, IMIP used TripCAL5 software. Total productions and attractions for TRLOCL and

TREXLO trip purposes were adjusted to the following totals:

TREXLO 5,684 productions and 5,684 attractions (based on external counts)

TRLOCL 72,642 productions and 72,642 attractions (factored down to 60%)









Truck-trip distribution



At the trip generation step, the total number of trips produced from, and attracted to each

zone are estimated and presented in a tabular format as depicted in Figure 3(a). This

provides an order of magnitude of the trip-making potential for each zone, yet at that stage

nothing could be inferred about the actual exchange with other zones.





The trip distribution step focuses on this trip exchange, identifying the origin of the trip from

where these trips start and end. Figure 3(b) exemplifies it by showing schematically how

the productions and attractions for zone 93 (totals of row i=93 and column j=93 respectively)

end up “distributed” to the other zones in the study area. As seen here, this resulting trip

exchange between zones is conventionally presented as a two-dimensional matrix array,

where each of its cells represent the number of trips produced at zone i (row i) and attracted

to zone j (column j). Prior to moving on to other steps in the modeling process, this

Production-Attraction matrix (also referred to as the “P-A matrix”) is transformed to Origin-

Destination (O-D), simply by reconfiguring the cell values to produce a matrix symmetric

around the main diagonal.









2

Tech Memo EITIII-05, “On-road mobile source emissions modeling”, IMIP (December 1999).







8

(a) Trip generation table (b) Trip distribution matrix

j=93

ZONE Productions Attractions P A 1 2 3 . . . 93 . . . 425

1 3,643 4,670 1 215 306 421 . . . 128 . . . 13

2 1,237 1,854 2 259 198 235 . . . 560 . . . 22

3 5,049 2,983 3 362 268 210 . . . 376 . . . 69

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

93 9,351 5,360 i=93 93 163 754 196 . . . 412 . . . 63 T93j 9,351

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

425 942 661 425 16 39 53 . . . 12 . . . 321

Ti93 5,360









Figure 3. Schematic relationship between trip generation and trip distribution results





Trip distribution is conventionally achieved through an algorithm known as the gravity

model. The doubly constrained version of the traditional gravity model has the following

form:



Tij = i*Pi*j*Aj*f(tij) (Eq. 1)





Where:

Tij: Trips produced in zone i and attracted to zone j.

Pi: Total trips produced in zone i.

i: Balancing factor for row i (production constraint).

Aj: Total trips attracted to zone j.

j: Balancing factor for column j (attraction constraint)

f(tij): Impedance (decreasing) function, based on the

travel time between zone i and zone j.





The two constraints that the model is required to meet are 1) that the sum of trips in any

specific row of the matrix should equal the total number of trips produced in that zone, and

2) that the sum of trips in any specific column should correspond to the number of trips

attracted to that zone (refer back to Figure 1). The two conditions can be written as:





T

j

ij = Pi (Eq. 2)





T

i

ij = Aj (Eq. 3)









9

The expression of both balancing factors i and j can thus be derived through simple

algebraic manipulations of Equations 1 to 3. These have the following forms:



1

i =

  *A *f(t )

(Eq. 4)

j j ij

j

1

j =

  *P *f(t )

(Eq. 5)

i i ij

i





As shown here, the balancing factors are interdependent, meaning that the calculation of

one set requires the values of the other set, furthermore suggesting an iterative process

until convergence is achieved. Thus, the practical approach to solving this formulation is to

specify separate singly constrained models to both productions (Eq. 6) and to attractions

(Eq. 7). The first one is obtained by making j = 1 since in this case the columns are not

being balanced. Similarly, the second one is obtained by making i = 1 since in this other

case the rows are the ones not being balanced.





Aj*f(tij)



 A *f(t )

Tij = Pi* (Eq. 6)

j ij

j

Pi*f(tij)



 P *f(t )

Tij = Aj* (Eq. 7)

i ij

i



The solution for the doubly constrained model can then be converged upon by iteratively

applying Eq. 6 to balance the productions (rows), and Eq. 7 to balance attractions

(columns).





Calibration of gravity model

For truck trip distribution, a doubly-constrained gravity type model was calibrated through

emulation of observed travel length frequency distributions (TLFDs). Several of these

TLFDs were developed from different O-D survey data sources, but using the current

network’s shortest path skims.









10

For the TRLOCL trip purpose the 1996 workplace O-D records as well as the 2001 truck

driver travel survey conducted by UACJ were used. The results are shown on Figures 4

and 5 respectively for 1996 and 2001 O-D records.



12.0%

percentage









11.0%

TRLOCL (1996)

10.0%

Avg. TT: 10.73 min

9.0%



8.0%



7.0%



6.0%



5.0%



4.0%



3.0%



2.0%



1.0%

0.0%

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

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28

29

30

31

32

33

34

35

36

37

38

39

40

1

2

3

4

5

6

7

8

9









min

Figure 4. TLFD for TRLOCL trip purpose using 2001 network skims on 1996 O-D records





12.0%

percentage









11.0%

TRLOCL (2001)

10.0%

Avg. TT: 10.86 min

9.0%



8.0%



7.0%



6.0%



5.0%



4.0%



3.0%



2.0%



1.0%

0.0%

10

11

12

13

14

15

16

17

18

19

20

21

22

23

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30

31

32

33

34

35

36

37

38

39

40

1

2

3

4

5

6

7

8

9









min





Figure 5. TLFD for TRLOCL trip purpose using 2001 network skims on 2001 O-D records







11

The average travel time is consistent among the two data sources, yet the plot from the

UACJ (2001) survey, seems more robust, the result of more observations available.





For the TREXLO trip purpose again the 1996 workplace O-D records as well as the 2001

truck driver travel survey conducted by UACJ were used. The results are shown on Figures

6 and 7.

12.0%

percentage









11.0%

TREXLO (1996)

10.0%

Avg. TT: 15.94 min

9.0%



8.0%



7.0%



6.0%



5.0%



4.0%



3.0%



2.0%



1.0%

0.0%

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

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30

31

32

33

34

35

36

37

38

39

40

1

2

3

4

5

6

7

8

9









min

Figure 6. TLFD for TREXLO trip purpose using 2001 network skims on 1996 O-D records

12.0%

percentage









11.0%

TREXLO (2001)

10.0%

Avg. TT: 16.28 min

9.0%



8.0%



7.0%



6.0%



5.0%



4.0%



3.0%



2.0%



1.0%

0.0%

10

11

12

13

14

15

16

17

18

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22

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31

32

33

34

35

36

37

38

39

40

1

2

3

4

5

6

7

8

9









min

Figure 7. TLFD for TREXLO trip purpose using 2001 network skims on 2001 O-D records









12

Again, the average travel time is consistent among the two data sources, but for this trip

purpose the plot from the 1996 survey, seems more robust. In this case the 1996 survey

offers more data points.





In order to calibrate the doubly constrained gravity model, several functions for the

impedance or friction factors (ff) were tested.





For the TRLOCL trip purpose the ff function that yielded the better fit was of the following

negative exponential form:



-0.113983 tij

f(tij) = e (Eq. 8)



where:

f(tij) : friction factor between each i,j pair of zones

tij : travel time between each i,j pair of zones



The resulting gravity based TLFD for the TRLOCL trip purpose is shown on Figure 8, along

with the observed TLFD. In this case the calibrated model shows a consistency within the

surveyed data. The synthetic average travel time is also very close to the observed one

(gravity 10.77min, observed between 10.73 and 10.86 min).



12%





TRLOCL exp vs observed

10%

Avg Time: 10.77min







8%





Gravity model

6%

Survey







4%









2%









0%

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

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43

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49

51

53

55

57

59

61

63

65

67

69

71

73

75

77

79

81

83

85

87

89









Figure 8. Comparing gravity based and travel survey TLFDs for TRLOCL trip purpose





13

For the TREXLO trip purpose, the best function was provided by a hand-smoothed table of

ff depicting the curve on Figure 9.



800000



700000



600000



500000



400000



300000



200000



100000



0

0 5 10 15 20 25 30 35 40 45



Figure 9. Hand-smoothed impedance curve for TREXLO trip purpose





The resulting gravity-based TLFD for the TREXLO trip purpose is shown on Figure 10,

along with the observed TLFD. In this case the calibrated model shows a fair fit to the

surveyed data, although hardly as smooth as the TRLOCL; the average travel time is

certainly close to the observed values.





Aggregation of truck O-D trip matrices

The calibrated gravity models for TRLOCL and TREXLO trip purposes yielded truck O-D trip

matrices. As previously discussed the TRLOCL O-D trip matrix was factored down to 60%

of its total trips in order to account for only heavy vehicles, thus reducing its year 2001 total

from 72,642 daily truck trips to 43,585 daily heavy truck trips.





Finally, the TRTHRU Fratar distributed matrix (434 heavy truck trips) was added to the

TRLOCL and TREXLO trips, resulting in an overall daily total of 49,703 heavy truck trips. A









14

simplified version of this overall matrix emphasizing external heavy truck trip distribution is

shown on Table 3.

12%





TREXLO ff vs observed

10%



Avg Time: 16.8min





8%





Gravity model

6%

Survey







4%









2%









0%

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

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43

45

47

49

51

53

55

57

59

61

63

65

67

69

71

73

75

77

79

81

83

Figure 10. Comparing gravity based and travel survey TLFDs for TREXLO trip purpose





Table 3. Summary of aggregated heavy-truck O-D trip matrix, for year 2001

JZ ZARA BOTA STER CDES CHIH PORV TOT



JZ 43585 981 877 46 175 424 339 46427



ZARA 981 0 0 0 86 11 1078



BOTA 877 0 0 0 27 0 904



STER 46 0 0 0 38 0 84



CDES 175 0 0 0 35 10 220



CHIH 424 86 27 38 35 10 620



PORV 339 11 0 0 10 10 370



TOT 46427 1078 904 84 220 620 370 49703





Total heavy-truck trips/day (year 2001): 49703

Total TRLOCL heavy-truck trips/day: 43585

Total TREXLO heavy-truck trips/day: 5684

Total TRTHRU heavy-truck trips/day: 434

15

Heavy-duty vehicle trip assignment



Assignment for heavy-trucks

The final step in the travel demand modeling process consisted of assigning trips to the

roadway network. For the heavy truck trips (TRLOCL+TREXLO+TRTHRU) this was

accomplished using an all-or-nothing algorithm approach (no capacity constraints), since

this activity usually takes place over main arterials, regardless of congestion conditions.

The resulting traffic accumulation by link is graphically depicted on Figure 11, totaling a

system-wide daily VMT (vehicle miles traveled) of 237,938. The heavy truck VMT thus

represents about a 7% of the total Cd. Juárez VMT.





Assignment for buses

Since bus activity follows an established operation schedule, it does not require travel

modeling to figure out its daily traffic accumulation on the roadway network system. The

attributes of headway (frequency) together with the knowledge of routes and times of

operation allow for a fairly easy procedure to establish bus VMT by link and throughout the

system. Figure 12 graphically depicts daily traffic accumulation from bus activity, which

totals a VMT of 109,875, about a 3% of the total Cd. Juárez’ VMT.









VMT: 237,938









Figure 11. Daily heavy truck traffic accumulation over the Cd. Juárez network





16

VMT: 109,875









Figure 12. Daily bus traffic accumulation over the Cd. Juárez network







On-road Mobile Emissions Model



Having established the traffic volumes over the roadway network for both heavy trucks and

buses, the effort then shifts towards the estimation of mobile emissions from such vehicular

activity. In addition, emissions from heavy-vehicles idling at the ports-of-entry (POEs) need

to be estimated as well. Of particular interest for this region, is the estimation of volatile

organic compounds (VOC), carbon monoxide (CO), nitrogen oxides (NOx), and particulate

matter of 10 and 2.5 microns (PM10 and PM 2.5). The first step in this process requires the

development of emission rates.









17

Development of emission rates



Emissions rates for VOC, CO, and NOx were computed using the software MOBILE Juárez,

while emission rates for PM10 and PM2.5 were computed using the software Part5. Both of

these pieces of software were developed by the U. S. Environmental Protection Agency

(EPA).





MOBILE Juárez emission rates

VOC, CO, and NOx emission rates were developed using among other flags, indication for

no I/M programs. Also an RVP value of 7.5 was used, and runs were made for speeds

ranging from 4 to 90 km/hr, in 2km/hr incrementals. This in order to feed a special software

developed by IMIP, designed to compute and assign emissions for each link in the

transportation network, according to the specific link speed and VMT. Finally, runs were

also made for different temperatures according to the following four time periods of the day,

for summer and winter seasons:





Avg Summer temp Avg Winter temp

(Degrees Celsius) (Degrees Celsius)

Period 1: 7AM to 9AM (2 hours) 25.5 3.0

Period 2: 9AM to 4PM (7 hours) 31.6 12.9

Period 3: 4PM to 8PM (4 hours) 33.1 14.9

Period 4: 8PM to 7AM (11 hours) 24.7 5.0





A copy of the MOBILE Juárez input files is shown on Appendix A of this document.

Resulting emission rates are shown on Appendix B.









Part5 emission rates

PM10 and PM2.5 emission rates were developed also with no I/M programs considered and

only for exhaust emissions (no re-entrained dust considered). Scenarios were run for a

speed of 2.5mph (4km/hr) and another for a speed 54.7mph (88 km/hr) just to verify that





18

speed has minimal influence on PM emissions. One scenario for the entire day was

developed since temperature has no bearing on the amount of PM emitted. Idling

emissions were also estimated for PM10 and PM2.5 (option only available on Part5, and only

for heavy-duty diesel vehicles). A copy of the Part5 input files is shown on Appendix C of

this document. Resulting emission rates are shown on Appendix D.









Estimation of total daily emissions



Total daily emissions were estimated first by link and then aggregated to a 2x2km cell grid

overlaid on top of the transportation network. The estimation of daily emissions by link was

accomplished through the use of the software PrepinPlus developed by IMIP; a printout of

the PrepinPlus VB code is shown on Appendix E. PrepinPlus establishes weighed emission

rates by link, based on the VMT mix provided by UACJ. These VMT mixes are shown on

Table 4 for bus and heavy truck operation.

Table 4. VMT mix for bus and heavy truck operation



BUSES HEAVY TRUCKS

EPA VMT mix EPA VMT mix VMT mix VMT mix VMT mix

classification city-wide classification city-wide S Teresa POE BOTA POE ZARAGOZA POE

HDGV 36.00% HDGV 2.50% 0.00% 15.14% 5.57%

2BHDDV 0.00% 2BHDDV 19.35% 0.00% 10.36% 0.00%

LHDDV 0.00% LHDDV 5.56% 0.00% 11.95% 2.44%

MHDDV 64.00% MHDDV 25.70% 5.00% 41.83% 32.06%

HHDDV 0.00% HHDDV 46.89% 95.00% 20.72% 59.93%





Having established the emission rates for each link, these are then multiplied by the link’s

length and traffic volume in the period to obtain the link’s emissions concentration.





The result of this whole process is organized in the network link table, which shows VOC,

CO, and NOx concentrations (in grams) by-link, for each of the time-of-day periods, as

depicted in Table 5 and Table 6. These period-of-day emissions are then aggregated for

the entire day.









19

Table 5. Example of link table: grams of emissions by link and for each time-of-day period

(winter season)



LINK_ID VOCw1 COw1 NOXw1 VOCw2 COw2 NOXw2 VOCw3 COw3 NOXw3 VOCw4 COw4 NOXw4

5259 1111.2 10933.5 1022.4 4151.3 35449.7 3876.9 2698.1 22958.2 2525.7 2943.9 25927.9 2506.9

5261 263.4 2586.5 248.8 985.5 8394.0 945.3 640.5 5436.4 615.9 698.1 6134.9 610.2

5263 80.8 792.6 77.6 302.7 2573.7 295.1 196.7 1666.9 192.3 214.2 1880.1 190.3

5265 233.7 2293.4 223.7 875.4 7446.2 851.2 569.0 4822.7 554.6 619.8 5440.1 549.0

5267 204.4 2005.0 196.1 765.5 6510.4 746.0 497.6 4216.6 486.0 541.9 4756.1 481.1

5269 400.5 3930.0 382.0 1499.4 12758.5 1452.6 974.6 8263.2 946.4 1061.7 9322.1 937.1

629 1530.9 15161.8 2082.2 5968.5 49323.9 7922.8 3875.7 31945.9 5163.8 4180.9 35993.6 5340.4

5273 156.5 1537.8 146.7 585.3 4989.2 557.2 380.4 3231.2 363.0 414.8 3647.2 359.8

5271 91.3 913.7 55.9 326.8 2954.1 210.6 211.8 1913.2 137.1 234.3 2165.4 137.1

6059 1348.1 13379.0 938.1 4860.4 43426.4 3574.3 3151.0 28129.5 2328.9 3467.2 31731.8 2306.5

5276 17.0 169.4 11.5 61.3 549.3 43.8 39.7 355.8 28.5 43.8 401.7 28.3

6062 3.2 31.9 2.2 11.6 103.6 8.5 7.5 67.1 5.5 8.3 75.7 5.5

6063 157.3 1561.1 109.5 567.1 5067.3 417.2 367.7 3282.4 271.9 404.6 3702.6 269.2

6065 6.1 59.9 5.9 22.9 194.6 22.3 14.9 126.0 14.5 16.2 142.2 14.4

5278 191.5 1878.0 183.9 717.2 6098.2 699.9 466.2 3949.7 456.0 507.7 4454.8 451.3

5281 242.4 2411.3 163.5 872.5 7818.9 621.5 565.6 5064.5 404.9 623.2 5718.0 401.9

. . . . . . . . . . . . .

. . . . . . . . . . . . .

. . . . . . . . . . . . .









Table 6. Example of link table: grams of emissions by link and for each time-of-day period

(summer season)

LINK_ID VOCs1 COs1 NOXs1 VOCs2 COs2 NOXs2 VOCs3 COs3 NOXs3 VOCs4 COs4 NOXs4

5259 1078.9 7111.8 869.0 5013.2 33613.5 3294.4 3410.2 23012.9 2117.3 2639.0 17444.3 2189.6

5261 256.2 1686.0 212.6 1190.2 7968.2 807.9 809.5 5454.9 519.6 626.7 4135.5 535.4

5263 78.7 517.3 66.5 365.5 2444.8 253.1 248.6 1673.6 162.8 192.5 1269.0 167.4

5265 227.6 1496.6 191.7 1057.2 7072.6 729.6 719.1 4841.6 469.3 556.8 3670.9 482.8

5267 199.1 1308.6 168.1 924.5 6184.3 639.7 628.8 4233.5 411.5 486.9 3209.9 423.2

5269 389.9 2563.9 327.1 1810.8 12116.4 1244.1 1231.6 8294.5 800.2 953.6 6288.7 823.6

629 1624.5 9928.9 1793.0 7574.7 46750.4 6800.8 5160.1 31968.0 4381.4 3959.3 24373.7 4700.7

5273 152.2 1001.8 125.2 706.9 4734.6 475.4 480.8 3241.3 305.7 372.2 2457.2 315.3

5271 80.6 592.3 46.9 372.0 2821.2 176.0 253.0 1935.9 113.2 197.1 1451.5 117.9

6059 1202.0 8753.1 808.5 5536.6 41665.8 3074.9 3763.5 28580.7 1983.7 2939.3 21449.0 2030.4

5276 15.2 110.6 9.9 69.8 526.4 37.5 47.5 361.1 24.2 37.1 271.0 24.8

6062 2.9 20.9 1.9 13.2 99.4 7.3 9.0 68.2 4.7 7.0 51.2 4.8

6063 140.3 1021.4 94.4 646.1 4861.9 358.9 439.2 3335.0 231.6 343.0 2502.9 237.0

6065 6.0 39.1 5.0 27.7 184.9 19.1 18.8 126.6 12.3 14.6 95.9 12.7

5278 186.5 1225.9 157.7 866.1 5793.2 600.3 589.1 3965.7 386.2 456.2 3006.9 397.1

5281 215.7 1573.9 140.1 993.7 7493.1 531.1 675.5 5140.3 342.4 527.3 3856.8 351.9

. . . . . . . . . . . . .

. . . . . . . . . . . . .

. . . . . . . . . . . . .









20

For PM10 and PM2.5 the process is much simpler; since these types of emissions are not

sensitive to speed nor temperature, a single weighed emission rate is applied, regardless of

speed and time of day.





Through the use of TransCAD overlay tools, this emission information by link is then

aggregated to each overlaid corresponding grid cell.









Grid structure

A grid structure has been suggested by the TNRCC and EPA under prior emissions

inventory projects in the region. Its limits extend far beyond the boundaries of the urbanized

areas of both Cd. Juárez and El Paso. A subset of these cells, designed to cover the Cd.

Juárez urban area was used to aggregate the emissions from its roadway network. Figure

13 shows this smaller grid, identifying each cell by their X,Y sequential numbering position

within the base oversized grid. The domain size for this rectangle is of 15 (E-W) x 14 (N-S)

grid cells, with SW origin located at 348Km easting, 3,490Km northing, UTM zone 13.





Daily gridded emissions

Figures 14(a) to 18(b) show thematic maps with daily emission concentration by grid cell for

the different criteria pollutants, separating those resulting from heavy truck and bus

vehicular activity. The plots are only showing summer season, since at this scale the

difference between seasons is not evident. The final summary tables will show aggregated

results for summer and winter.





Overall city-wide emissions

In addition to the emissions from roadway traffic flows, the POEs were analyzed for

emissions from idling heavy-duty vehicles, using the VMT mix distribution from Table 4.

Emissions from non-idling traffic flow at the bridges are already included as part of the link-

based emissions. Table 7 summarizes daily emissions at the POEs from idling heavy

vehicles.









21

Finally, Table 8 aggregates daily link-based emissions and POE emissions from heavy-duty

vehicles.



25,43 26,43 27,43 28,43 29,43 30,43 31,43 32,43 33,43 34,43 35,43 36,43 37,43 38,43 39,43







25,42 26,42 27,42 28,42 29,42 30,42 31,42 32,42 33,42 34,42 35,42 36,42 37,42 38,42 39,42







25,41 26,41 27,41 28,41 29,41 30,41 31,41 32,41 33,41 34,41 35,41 36,41 37,41 38,41 39,41







25,40 26,40 27,40 28,40 29,40 30,40 31,40 32,40 33,40 34,40 35,40 36,40 37,40 38,40 39,40







25,39 26,39 27,39 28,39 29,39 30,39 31,39 32,39 33,39 34,39 35,39 36,39 37,39 38,39 39,39







25,38 26,38 27,38 28,38 29,38 30,38 31,38 32,38 33,38 34,38 35,38 36,38 37,38 38,38 39,38







25,37 26,37 27,37 28,37 29,37 30,37 31,37 32,37 33,37 34,37 35,37 36,37 37,37 38,37 39,37







25,36 26,36 27,36 28,36 29,36 30,36 31,36 32,36 33,36 34,36 35,36 36,36 37,36 38,36 39,36







25,35 26,35 27,35 28,35 29,35 30,35 31,35 32,35 33,35 34,35 35,35 36,35 37,35 38,35 39,35







25,34 26,34 27,34 28,34 29,34 30,34 31,34 32,34 33,34 34,34 35,34 36,34 37,34 38,34 39,34







25,33 26,33 27,33 28,33 29,33 30,33 31,33 32,33 33,33 34,33 35,33 36,33 37,33 38,33 39,33







25,32 26,32 27,32 28,32 29,32 30,32 31,32 32,32 33,32 34,32 35,32 36,32 37,32 38,32 39,32







25,31 26,31 27,31 28,31 29,31 30,31 31,31 32,31 33,31 34,31 35,31 36,31 37,31 38,31 39,31







25,30 26,30 27,30 28,30 29,30 30,30 31,30 32,30 33,30 34,30 35,30 36,30 37,30 37,30 39,30









348Km E

3,490Km N

UTM zone 13



Figure 13. Revised grid structure for Cd. Juárez (2x2-km cells)









22

Figure 14(a). Daily summer VOC emissions from heavy truck activity









Figure 14(b). Daily summer VOC emissions from bus activity









23

Figure 15(a). Daily summer CO emissions from heavy truck activity









Figure 15(b). Daily summer CO emissions from bus activity









24

Figure 16(a). Daily summer NOx emissions from heavy truck activity









Figure 16(b). Daily summer NOx emissions from bus activity









25

Figure 17(a). Daily PM10 exhaust emissions from heavy truck activity









Figure 17(b). Daily PM10 exhaust emissions from bus activity









26

Figure 18(a). Daily PM2.5 exhaust emissions from heavy truck activity









Figure 18(b). Daily PM2.5 exhaust emissions from bus activity







27

Table 7. Daily emissions at ports-of-entry from idling heavy vehicles

Santa Teresa

avg veh avg veh rate VOC s rate CO s rate NOx s rate VOC w rate CO w rate NOx w rate PM 10 rate PM 2.5 VOC s CO s NOx s VOC w CO w NOx w

hour-of-day in line NB in line SB [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr] [gr] [gr] [gr] [gr] [gr]

6 to 7 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

period 7 to 8 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

1 8 to 9 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

9 to 10 0.7 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 15 84 34 16 84 35

10 to 11 0.1 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 2 12 5 2 12 5

period 11 to 12 0.0 1.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 22 120 48 22 121 50

2 12 to 13 2.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 44 239 96 45 241 99

13 to 14 2.8 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 61 335 135 62 338 139

14 to 15 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

15 to 16 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

16 to 17 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

period 17 to 18 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

3 18 to 19 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

19 to 20 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

20 to 21 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0

21 to 22 0.0 0.0 21.8 119.5 48.2 22.3 120.7 49.6 2.12 1.95 0 0 0 0 0 0



BOTA

avg veh avg veh rate VOC s rate CO s rate NOx s rate VOC w rate CO w rate NOx w rate PM 10 rate PM 2.5 VOC s CO s NOx s VOC w CO w NOx w

hour-of-day in line NB in line SB [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr] [gr] [gr] [gr] [gr] [gr]

6 to 7 0.0 0.0 29.1 192.1 41.8 25.6 209.0 43.0 2.26 2.07 0 0 0 0 0 0

period 7 to 8 0.0 0.0 29.3 194.0 41.8 25.4 210.7 43.0 2.26 2.07 0 0 0 0 0 0

1 8 to 9 0.0 0.0 29.3 194.0 41.8 25.4 210.7 43.0 2.26 2.07 0 0 0 0 0 0

9 to 10 0.0 0.5 33.8 211.4 41.8 27.1 202.9 42.9 2.26 2.07 17 106 21 14 101 21

10 to 11 3.1 1.5 33.8 211.4 41.8 27.1 202.9 42.9 2.26 2.07 155 972 192 125 933 197

period 11 to 12 2.3 2.5 33.8 211.4 41.8 27.1 202.9 42.9 2.26 2.07 162 1014 200 130 974 206

2 12 to 1 1.6 3.9 33.8 211.4 41.8 27.1 202.9 42.9 2.26 2.07 186 1162 230 149 1116 236

1 to 2 1.0 1.5 33.8 211.4 41.8 27.1 202.9 42.9 2.26 2.07 84 528 104 68 507 107

2 to 3 1.5 4.8 33.8 211.4 41.8 27.1 202.9 42.9 2.26 2.07 213 1332 263 171 1278 270

3 to 4 2.3 0.0 33.8 211.4 41.8 27.1 202.9 42.9 2.26 2.07 78 486 96 62 467 99

4 to 5 9.4 0.0 36.2 216.4 41.8 27.5 201.4 42.9 2.26 2.07 340 2034 392 258 1893 403

period 5 to 6 14.6 0.0 36.2 216.4 41.8 27.5 201.4 42.9 2.26 2.07 529 3159 610 401 2940 627

3 6 to 7 0.0 0.0 36.2 216.4 41.8 27.5 201.4 42.9 2.26 2.07 0 0 0 0 0 0

7 to 8 0.0 0.0 36.2 216.4 41.8 27.5 201.4 42.9 2.26 2.07 0 0 0 0 0 0

8 to 9 0.0 0.0 29.1 192.1 41.8 25.6 209.0 43.0 2.26 2.07 0 0 0 0 0 0

9 to 10 0.0 0.0 29.1 192.1 41.8 25.6 209.0 43.0 2.26 2.07 0 0 0 0 0 0



ZARAGOZA

avg veh avg veh rate VOC s rate CO s rate NOx s rate VOC w rate CO w rate NOx w rate PM 10 rate PM 2.5 VOC s CO s NOx s VOC w CO w NOx w

hour-of-day in line NB in line SB [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr/hr-veh] [gr] [gr] [gr] [gr] [gr] [gr]

6 to 7 0.0 0.0 24.5 146.4 45.8 23.5 153.4 47.1 2.15 1.97 0 0 0 0 0 0

period 7 to 8 0.0 0.0 24.6 147.1 47.1 23.4 154.0 47.1 2.15 1.97 0 0 0 0 0 0

1 8 to 9 0.0 0.0 24.6 147.1 47.1 23.4 154.0 47.1 2.15 1.97 0 0 0 0 0 0

9 to 10 16.7 1.5 26.2 153.6 45.8 24.0 151.2 47.1 2.15 1.97 477 2795 834 437 2751 857

10 to 11 22.9 1.5 26.2 153.6 45.8 24.0 151.2 47.1 2.15 1.97 640 3747 1118 586 3688 1149

period 11 to 12 19.8 1.5 26.2 153.6 45.8 24.0 151.2 47.1 2.15 1.97 559 3271 976 512 3219 1003

2 12 to 1 14.1 1.5 26.2 153.6 45.8 24.0 151.2 47.1 2.15 1.97 409 2395 715 375 2358 735

1 to 2 9.4 2.5 26.2 153.6 45.8 24.0 151.2 47.1 2.15 1.97 312 1827 545 286 1799 560

2 to 3 2.6 1.7 26.2 153.6 45.8 24.0 151.2 47.1 2.15 1.97 113 660 197 103 650 203

3 to 4 1.6 1.0 26.2 153.6 45.8 24.0 151.2 47.1 2.15 1.97 68 399 119 62 393 122

4 to 5 2.8 1.0 27.1 155.4 45.8 24.2 150.6 47.1 2.15 1.97 103 591 174 92 572 179

period 5 to 6 4.2 17.1 27.1 155.4 45.8 24.2 150.6 47.1 2.15 1.97 578 3310 976 515 3208 1003

3 6 to 7 6.8 0.0 27.1 155.4 45.8 24.2 150.6 47.1 2.15 1.97 184 1057 312 164 1024 320

7 to 8 1.8 15.0 27.1 155.4 45.8 24.2 150.6 47.1 2.15 1.97 456 2611 770 406 2530 791

8 to 9 0.0 0.0 24.5 146.4 45.8 23.5 153.4 47.1 2.15 1.97 0 0 0 0 0 0

9 to 10 0.0 0.0 24.5 146.4 45.8 23.5 153.4 47.1 2.15 1.97 0 0 0 0 0 0









Table 8. Total VMT and daily emissions from heavy vehicles



Summer season Winter season

VOC CO NOx VOC CO NOx PM10 PM2.5

VMT [Tm/day] [Tm/day] [Tm/day] [Tm/day] [Tm/day] [Tm/day] [Tm/day] [Tm/day]

Heavy-truck activity 109,875 1.1927 4.5439 3.7719 1.2029 4.5705 3.8777 0.1417 0.1293

Bus activity 237,938 1.2837 11.6558 1.7151 1.2019 11.3181 1.7637 0.0443 0.0399

Ports-of-Entry NA 0.0058 0.0342 0.0092 0.0051 0.0332 0.0094 0.0004 0.0004

TOTALS 347,813 2.4822 16.2339 5.4962 2.4098 15.9218 5.6508 0.1864 0.1696





28

Conclusions





 Although bus VMT is lower than the heavy-truck VMT, the overall emissions from

bus activity is higher for VOC and CO. The reason might be the slower speeds

under which bus transit operates, in addition to a higher percentage of gasoline

fueled buses (36%), compared to gasoline fueled heavy-trucks (2.5%).



 Emissions from idling heavy-vehicles at the bridges apparently come out to be an

insignificant percentage of overall city emissions. This needs to be viewed with

caution though, since in most cases idling conditions were emulated by running

the models at the lower limit speeds. Nevertheless, and contrary to public

perception, field observations establish a low degree of queue forming on the

truck lanes.



 Results obtained for PM need to be viewed with caution, since unlike MOBILE

Juárez, there is no version of Part5 for Mexico’s fleet. PM was estimated only

from exhaust, not from re-entrained dust.









29

Appendix A

Input files from MOBILE Juárez









A-1

1 PROMPT -

MOBILE5a - BUS ONLY, SUMMER PERIOD 1 (07:00 A 09:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 25.5 19.6 19.7 30.0 7

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 25.5 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 25.5 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 25.5 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 25.5 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 25.5 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 25.5 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 25.5 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 25.5 19.6 19.7 30.0 7

VEL=20km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 22.0 25.5 19.6 19.7 30.0 7

VEL=22km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 24.0 25.5 19.6 19.7 30.0 7

VEL=24km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 26.0 25.5 19.6 19.7 30.0 7

VEL=26km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 28.0 25.5 19.6 19.7 30.0 7

VEL=28km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 30.0 25.5 19.6 19.7 30.0 7

VEL=30km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 32.0 25.5 19.6 19.7 30.0 7

VEL=32km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 34.0 25.5 19.6 19.7 30.0 7

VEL=34km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 36.0 25.5 19.6 19.7 30.0 7

VEL=36km/hr A 22.2 34.6 07.5 07.5 93 1 1 1







A-2

2 01 38.0 25.5 19.6 19.7 30.0 7

VEL=38km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 40.0 25.5 19.6 19.7 30.0 7

VEL=40km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 42.0 25.5 19.6 19.7 30.0 7

VEL=42km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 44.0 25.5 19.6 19.7 30.0 7

VEL=44km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 46.0 25.5 19.6 19.7 30.0 7

VEL=46km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 48.0 25.5 19.6 19.7 30.0 7

VEL=48km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 50.0 25.5 19.6 19.7 30.0 7

VEL=50km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 52.0 25.5 19.6 19.7 30.0 7

VEL=52km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 54.0 25.5 19.6 19.7 30.0 7

VEL=54km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 56.0 25.5 19.6 19.7 30.0 7

VEL=56km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 58.0 25.5 19.6 19.7 30.0 7

VEL=58km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 60.0 25.5 19.6 19.7 30.0 7

VEL=60km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 62.0 25.5 19.6 19.7 30.0 7

VEL=62km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 64.0 25.5 19.6 19.7 30.0 7

VEL=64km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 66.0 25.5 19.6 19.7 30.0 7

VEL=66km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 68.0 25.5 19.6 19.7 30.0 7

VEL=68km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 70.0 25.5 19.6 19.7 30.0 7

VEL=70km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 72.0 25.5 19.6 19.7 30.0 7

VEL=72km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 74.0 25.5 19.6 19.7 30.0 7

VEL=74km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 76.0 25.5 19.6 19.7 30.0 7

VEL=76km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 78.0 25.5 19.6 19.7 30.0 7

VEL=78km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 80.0 25.5 19.6 19.7 30.0 7

VEL=80km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 82.0 25.5 19.6 19.7 30.0 7

VEL=82km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 84.0 25.5 19.6 19.7 30.0 7

VEL=84km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 86.0 25.5 19.6 19.7 30.0 7

VEL=86km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 88.0 25.5 19.6 19.7 30.0 7

VEL=88km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 90.0 25.5 19.6 19.7 30.0 7

VEL=90km/hr A 22.2 34.6 07.5 07.5 93 1 1 1









A-3

1 PROMPT -

MOBILE5a - BUS ONLY, SUMMER PERIOD 2 (09:00 A 04:00PM)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 31.6 19.6 19.7 30.0 7

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 31.6 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 31.6 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 31.6 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 31.6 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 31.6 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 31.6 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 31.6 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 31.6 19.6 19.7 30.0 7

VEL=20km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

.

.

.









A-4

1 PROMPT -

MOBILE5a - BUS ONLY, SUMMER PERIOD 3 (04:00PM A 08:00PM)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 33.1 19.6 19.7 30.0 7

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 33.1 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 33.1 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 33.1 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 33.1 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 33.1 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 33.1 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 33.1 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 33.1 19.6 19.7 30.0 7

.

.

.









A-5

1 PROMPT -

MOBILE5a - BUS ONLY, SUMMER PERIOD 4 (08:00PM A 07:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 24.7 19.6 19.7 30.0 7

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 24.7 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 24.7 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 24.7 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 24.7 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 24.7 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 24.7 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 24.7 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 24.7 19.6 19.7 30.0 7

VEL=20km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

.







A-6

.

.









1 PROMPT -

MOBILE5a - BUS ONLY, WINTER PERIOD 1 (07:00 A 09:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 03.0 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 03.0 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 03.0 19.6 19.7 30.0 1

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 03.0 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 12.0 03.0 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 03.0 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 16.0 03.0 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 03.0 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1







A-7

2 01 20.0 03.0 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - BUS ONLY, WINTER PERIOD 2 (09:00 A 04:00PM)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 12.9 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 12.9 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 12.9 19.6 19.7 30.0 1

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 12.9 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 12.0 12.9 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 12.9 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1







A-8

2 01 16.0 12.9 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 12.9 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 20.0 12.9 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - BUS ONLY, WINTER PERIOD 3 (04:00PM A 08:00PM)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 14.9 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 14.9 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 14.9 19.6 19.7 30.0 1

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 14.9 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1







A-9

2 01 12.0 14.9 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 14.9 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 16.0 14.9 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 14.9 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 20.0 14.9 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - BUS ONLY, WINTER PERIOD 4 (08:00PM A 07:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.360.000.000.640.000

2 01 04.0 05.0 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 05.0 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 05.0 19.6 19.7 30.0 1





A-10

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 05.0 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 12.0 05.0 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 05.0 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 16.0 05.0 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 05.0 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 20.0 05.0 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - TRUCK INTERIOR, SUMMER PERIOD 1 (07:00 A 09:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 25.5 19.6 19.7 30.0 7







A-11

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 25.5 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 25.5 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 25.5 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 25.5 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 25.5 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 25.5 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 25.5 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 25.5 19.6 19.7 30.0 7

VEL=20km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - TRUCK INTERIOR, SUMMER PERIOD 2 (09:00 A 04:00PM)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust







A-12

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 31.6 19.6 19.7 30.0 7

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 31.6 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 31.6 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 31.6 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 31.6 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 31.6 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 31.6 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 31.6 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 31.6 19.6 19.7 30.0 7

VEL=20km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - TRUCK INTERIOR, SUMMER PERIOD 3 (04:00PM A 08:00PM)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once







A-13

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 33.1 19.6 19.7 30.0 7

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 33.1 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 33.1 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 33.1 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 33.1 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 33.1 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 33.1 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 33.1 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 33.1 19.6 19.7 30.0 7

VEL=20km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - TRUCK INTERIOR, SUMMER PERIOD 4 (08:00PM A 07:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -







A-14

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 24.7 19.6 19.7 30.0 7

VEL= 4km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 06.0 24.7 19.6 19.7 30.0 7

VEL= 6km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 08.0 24.7 19.6 19.7 30.0 7

VEL= 8km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 10.0 24.7 19.6 19.7 30.0 7

VEL=10km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 12.0 24.7 19.6 19.7 30.0 7

VEL=12km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 14.0 24.7 19.6 19.7 30.0 7

VEL=14km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 16.0 24.7 19.6 19.7 30.0 7

VEL=16km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 18.0 24.7 19.6 19.7 30.0 7

VEL=18km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

2 01 20.0 24.7 19.6 19.7 30.0 7

VEL=20km/hr A 22.2 34.6 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - TRUCK INTERIOR, WINTER PERIOD 1 (07:00 A 09:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix





A-15

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 03.0 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 03.0 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 03.0 19.6 19.7 30.0 1

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 03.0 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 12.0 03.0 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 03.0 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 16.0 03.0 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 03.0 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 20.0 03.0 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









1 PROMPT -

MOBILE5a - TRUCK INTERIOR, WINTER PERIOD 2 (09:00 A 04:00PM)





A-16

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 12.9 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 12.9 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 12.9 19.6 19.7 30.0 1

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 12.9 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 12.0 12.9 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 12.9 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 16.0 12.9 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 12.9 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 20.0 12.9 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









A-17

1 PROMPT -

MOBILE5a - TRUCK INTERIOR, WINTER PERIOD 3 (04:00PM A 08:00PM)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 14.9 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 14.9 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 14.9 19.6 19.7 30.0 1

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 14.9 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 12.0 14.9 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 14.9 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 16.0 14.9 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 14.9 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 20.0 14.9 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









A-18

1 PROMPT -

MOBILE5a - TRUCK INTERIOR, WINTER PERIOD 4 (08:00PM A 07:00)

1 TAMFLG -

1 SPDFLG -

3 VMFLAG - EIT mix

5 MYMRFG -

5 NEWFLG - sin CAAA

1 IMFLAG -

1 ALHFLG -

1 ATPFLG -

5 RLFLAG -

1 LOCFLG - enter LAP record once

2 TEMFLG -

4 OUTFMT - imprimir en formato de 80 columnas

4 PRTFLG - print exhaust HC, CO and NOx results

1 IDLFLG - print idle exhaust

3 NMHFLG - print VOC

1 HCFLAG - print HC components

.000.000.000.025.000.000.975.000

2 01 04.0 05.0 19.6 19.7 30.0 1

VEL= 4km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 06.0 05.0 19.6 19.7 30.0 1

VEL= 6km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 08.0 05.0 19.6 19.7 30.0 1

VEL= 8km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 10.0 05.0 19.6 19.7 30.0 1

VEL=10km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 12.0 05.0 19.6 19.7 30.0 1

VEL=12km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 14.0 05.0 19.6 19.7 30.0 1

VEL=14km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 16.0 05.0 19.6 19.7 30.0 1

VEL=16km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 18.0 05.0 19.6 19.7 30.0 1

VEL=18km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

2 01 20.0 05.0 19.6 19.7 30.0 1

VEL=20km/hr A 01.7 17.2 07.5 07.5 93 1 1 1

.

.

.









A-19

Appendix B

Example output file from Mobile Juárez









B-1

1

**********************************************************

MOBILE5-Mexico version 5a.1



Region Selected : Border-Urban



Input Speed should be in km/hr

Input Temperatures should be in Celsius



October 15, 2000

Eastern Reseach Group,

Radian International

**********************************************************

1MOBILE5a - BUS ONLY, SUMMER PERIOD 1 (07:00 A 09:00)

Based on EPA-MOBILE5a (26-Mar-93)

0

-M135 Warning:

+ All effects of the 1990 Clean Air Act Ammendments have been

disabled.

0VOC HC emission factors include evaporative HC emission factors.

0________________________________________________________________________________

0Emission factors are as of July 1st of the indicated calendar year.

0Cal. Year: 2001 Region: High Altitude: 5500. Ft.

I/M Program: No Ambient Temp: 25.5 / 25.5 / 25.5 C

Anti-tam. Program: No Operating Mode: 19.6 / 19.7 / 30.0

Reformulated Gas: No

0VEL= 4km/hr

Minimum Temp: 22. (C) Maximum Temp: 35. (C)

Period 1 RVP: 7.5 Period 2 RVP: 7.5 Period 2 Yr: 1993

0Veh. Type: LDGV LDGT1 LDGT2 LDGT HDGV LDDV LDDT HDDV MC All Veh

+ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Spd Km/hr: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

VMT Mix: 0.000 0.000 0.000 0.360 0.000 0.000 0.640 0.000

0Composite Emission Factors (grams/kilometer)

VOC HC: 23.44 24.89 28.68 0.00 19.20 1.00 2.09 8.29 13.64 12.22

Exhst CO: 0.00 0.00 0.00 0.00 224.65 0.00 0.00 44.18 0.00 109.15

Exhst NOX: 0.00 0.00 0.00 0.00 2.25 0.00 0.00 18.49 0.00 12.65

________________________________________________________________________________

0Emission factors are as of July 1st of the indicated calendar year.

0Cal. Year: 2001 Region: High Altitude: 5500. Ft.

I/M Program: No Ambient Temp: 25.5 / 25.5 / 25.5 C

Anti-tam. Program: No Operating Mode: 19.6 / 19.7 / 30.0

Reformulated Gas: No

0VEL= 6km/hr

Minimum Temp: 22. (C) Maximum Temp: 35. (C)

Period 1 RVP: 7.5 Period 2 RVP: 7.5 Period 2 Yr: 1993

0Veh. Type: LDGV LDGT1 LDGT2 LDGT HDGV LDDV LDDT HDDV MC All Veh

+ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Spd Km/hr: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0

VMT Mix: 0.000 0.000 0.000 0.360 0.000 0.000 0.640 0.000

0Composite Emission Factors (grams/kilometer)

VOC HC: 15.68 16.95 19.50 0.00 14.90 0.93 1.96 7.77 11.23 10.33

Exhst CO: 0.00 0.00 0.00 0.00 200.58 0.00 0.00 39.88 0.00 97.74







B-2

Exhst NOX: 0.00 0.00 0.00 0.00 2.28 0.00 0.00 17.52 0.00 12.03

________________________________________________________________________________









0Emission factors are as of July 1st of the indicated calendar year.

0Cal. Year: 2001 Region: High Altitude: 5500. Ft.

I/M Program: No Ambient Temp: 25.5 / 25.5 / 25.5 C

Anti-tam. Program: No Operating Mode: 19.6 / 19.7 / 30.0

Reformulated Gas: No

0VEL= 8km/hr

Minimum Temp: 22. (C) Maximum Temp: 35. (C)

Period 1 RVP: 7.5 Period 2 RVP: 7.5 Period 2 Yr: 1993

0Veh. Type: LDGV LDGT1 LDGT2 LDGT HDGV LDDV LDDT HDDV MC All Veh

+ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Spd Km/hr: 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0

VMT Mix: 0.000 0.000 0.000 0.360 0.000 0.000 0.640 0.000

0Composite Emission Factors (grams/kilometer)

VOC HC: 11.94 13.02 15.07 0.00 12.72 0.88 1.84 7.29 9.60 9.24

Exhst CO: 0.00 0.00 0.00 0.00 179.70 0.00 0.00 36.10 0.00 87.80

Exhst NOX: 0.00 0.00 0.00 0.00 2.31 0.00 0.00 16.63 0.00 11.48

________________________________________________________________________________

0Emission factors are as of July 1st of the indicated calendar year.

0Cal. Year: 2001 Region: High Altitude: 5500. Ft.

I/M Program: No Ambient Temp: 25.5 / 25.5 / 25.5 C

Anti-tam. Program: No Operating Mode: 19.6 / 19.7 / 30.0

Reformulated Gas: No

0VEL=10km/hr

Minimum Temp: 22. (C) Maximum Temp: 35. (C)

Period 1 RVP: 7.5 Period 2 RVP: 7.5 Period 2 Yr: 1993

0Veh. Type: LDGV LDGT1 LDGT2 LDGT HDGV LDDV LDDT HDDV MC All Veh

+ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Spd Km/hr: 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

VMT Mix: 0.000 0.000 0.000 0.360 0.000 0.000 0.640 0.000

0Composite Emission Factors (grams/kilometer)

VOC HC: 9.76 10.68 12.47 0.00 11.26 0.82 1.73 6.85 8.46 8.43

Exhst CO: 0.00 0.00 0.00 0.00 161.55 0.00 0.00 32.78 0.00 79.13

Exhst NOX: 0.00 0.00 0.00 0.00 2.34 0.00 0.00 15.82 0.00 10.97

________________________________________________________________________________









B-3

Appendix C

Input files from Part5









C-1

BUSES MODEL

3 :VMFLAG (one VMT mix for all scenarios)

1 :MYMRFG (default mileage accumulation rates & registration)

1 :IMFLAG (no inspection and maintenance)

1 :RFGFLG (2 to apply reformulated gasoline effects, 1 not to)

3 :OUTFMT (indicates type of output format)

1 :IDLFLG (2 to print, 1 not to print idle emission factors)

1 :SO2FLG (2 to print Gaseous SO2 emissions, 1 not to print them)

2 :PRTFLG (determines which pollutants to print out)

1 :BUSFLG (determines which alternative bus cycle to print out)

0.0000 0.0000 0.0000 0.3600 0.0000 0.0000

0.0000 0.0000 0.0000 0.6400 0.0000 0.0000

2 2001 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel= 4km/h (PM10): Scenario name

10. : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO

2 2001 1 54.7 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel=88km/h (PM10): Scenario name

10. : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO

2 2001 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel= 4km/h (PM25): Scenario name

2.5 : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO

2 2001 1 54.7 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel=88km/h (PM25): Scenario name

2.5 : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO









C-2

TRUCK MODEL

3 :VMFLAG (one VMT mix for all scenarios)

1 :MYMRFG (default mileage accumulation rates & registration)

1 :IMFLAG (no inspection and maintenance)

1 :RFGFLG (2 to apply reformulated gasoline effects, 1 not to)

3 :OUTFMT (indicates type of output format)

1 :IDLFLG (2 to print, 1 not to print idle emission factors)

1 :SO2FLG (2 to print Gaseous SO2 emissions, 1 not to print them)

2 :PRTFLG (determines which pollutants to print out)

1 :BUSFLG (determines which alternative bus cycle to print out)

0.0000 0.0000 0.0000 0.0250 0.0000 0.0000

0.0000 0.1935 0.0556 0.2570 0.4689 0.0000

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel= 4km/h (PM10): Scenario name

10. : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO

2 2000 1 54.7 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel=88km/h (PM10): Scenario name

10. : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel= 4km/h (PM25): Scenario name

2.5 : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO

2 2000 1 54.7 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

vel=88km/h (PM25): Scenario name

2.5 : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust). END of SCENARIO









C-3

TRUCK BRIDGES MODEL

2 :VMFLAG (different VMT mix for each scenario)

1 :MYMRFG (default mileage accumulation rates & registration)

1 :IMFLAG (no inspection and maintenance)

1 :RFGFLG (2 to apply reformulated gasoline effects, 1 not to)

3 :OUTFMT (indicates type of output format)

2 :IDLFLG (2 to print, 1 not to print idle emission factors)

1 :SO2FLG (2 to print Gaseous SO2 emissions, 1 not to print them)

2 :PRTFLG (determines which pollutants to print out)

1 :BUSFLG (determines which alternative bus cycle to print out)

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

STA TERESA (PM10): Scenario name

10. : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust).

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0500 0.9500 0.0000

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

STA TERESA (PM25): Scenario name

2.5 : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust).

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0500 0.9500 0.0000

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

BOTA (PM10) : Scenario name

10. : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust).

0.0000 0.0000 0.0000 0.1514 0.0000 0.0000

0.0000 0.1036 0.1195 0.4183 0.2072 0.0000

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

BOTA (PM25) : Scenario name

2.5 : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust).

0.0000 0.0000 0.0000 0.1514 0.0000 0.0000

0.0000 0.1036 0.1195 0.4183 0.2072 0.0000





C-4

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

ZARAGOZA (PM10) : Scenario name

10. : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust).

0.0000 0.0000 0.0000 0.0557 0.0000 0.0000

0.0000 0.0000 0.0244 0.3206 0.5993 0.0000

2 2000 1 02.5 : region, year, speed cycle, speed START of

SCENARIO

04.3 02.0 1 : unpaved silt%, ind. silt g/m^2, WHEELFLG

049 : number of precip. days

ZARAGOZA (PM25) : Scenario name

2.5 : Particle size cutoff

6000 : Avg fleet weight (to estimate fugitive dust).

0.0000 0.0000 0.0000 0.0557 0.0000 0.0000

0.0000 0.0000 0.0244 0.3206 0.5993 0.0000









C-5

Appendix D

Output files from Part5









D-1

PART5 Revised 02-24-95

BUSES MODEL



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel= 4km/h (PM10): Scenario name

Particle Size Cutoff 10.00 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2001 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.3600 0.0000 0.0000 0.0000 0.0000 0.0000 0.6400 0.0000 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.000 0.242 0.000 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.000 0.308 0.000 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.022

Exhaust PM: 0.000 0.000 0.000 0.093 0.000 0.000 0.000 0.000 0.000 0.578 0.000 0.000 0.404



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel=88km/h (PM10): Scenario name

Particle Size Cutoff 10.00 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2001 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7

VMT Mix: 0.0000 0.0000 0.0000 0.3600 0.0000 0.0000 0.0000 0.0000 0.0000 0.6400 0.0000 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.000 0.242 0.000 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.000 0.308 0.000 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.022

Exhaust PM: 0.000 0.000 0.000 0.093 0.000 0.000 0.000 0.000 0.000 0.578 0.000 0.000 0.404



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel= 4km/h (PM25): Scenario name

Particle Size Cutoff 2.50 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2001 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.3600 0.0000 0.0000 0.0000 0.0000 0.0000 0.6400 0.0000 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.000 0.219 0.000 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.000 0.279 0.000 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.022

Exhaust PM: 0.000 0.000 0.000 0.070 0.000 0.000 0.000 0.000 0.000 0.528 0.000 0.000 0.363



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel=88km/h (PM25): Scenario name

Particle Size Cutoff 2.50 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2001 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7

VMT Mix: 0.0000 0.0000 0.0000 0.3600 0.0000 0.0000 0.0000 0.0000 0.0000 0.6400 0.0000 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.000 0.219 0.000 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.000 0.279 0.000 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.022

Exhaust PM: 0.000 0.000 0.000 0.070 0.000 0.000 0.000 0.000 0.000 0.528 0.000 0.000 0.363



____________________________________________________________________________________________________________________









D-2

PART5 Revised 02-24-95

TRUCK MODEL



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel= 4km/h (PM10): Scenario name

Particle Size Cutoff 10.00 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.0250 0.0000 0.0000 0.0000 0.1935 0.0556 0.2570 0.4689 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.080 0.423 0.271 0.169 0.000 -

RCP: - - - - - 0.000 0.000 0.077 0.407 0.346 0.535 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.015 0.016 0.029 0.035 0.000 0.028

Exhaust PM: 0.000 0.000 0.000 0.102 0.000 0.000 0.000 0.172 0.845 0.646 0.739 0.000 0.595



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel=88km/h (PM10): Scenario name

Particle Size Cutoff 10.00 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7

VMT Mix: 0.0000 0.0000 0.0000 0.0250 0.0000 0.0000 0.0000 0.1935 0.0556 0.2570 0.4689 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.080 0.423 0.271 0.169 0.000 -

RCP: - - - - - 0.000 0.000 0.077 0.407 0.346 0.535 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.015 0.016 0.029 0.035 0.000 0.028

Exhaust PM: 0.000 0.000 0.000 0.102 0.000 0.000 0.000 0.172 0.845 0.646 0.739 0.000 0.595



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel= 4km/h (PM25): Scenario name

Particle Size Cutoff 2.50 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.0250 0.0000 0.0000 0.0000 0.1935 0.0556 0.2570 0.4689 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.072 0.386 0.247 0.153 0.000 -

RCP: - - - - - 0.000 0.000 0.069 0.371 0.314 0.486 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.015 0.016 0.029 0.035 0.000 0.028

Exhaust PM: 0.000 0.000 0.000 0.076 0.000 0.000 0.000 0.157 0.773 0.590 0.675 0.000 0.543



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

vel=88km/h (PM25): Scenario name

Particle Size Cutoff 2.50 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7 54.7

VMT Mix: 0.0000 0.0000 0.0000 0.0250 0.0000 0.0000 0.0000 0.1935 0.0556 0.2570 0.4689 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.072 0.386 0.247 0.153 0.000 -

RCP: - - - - - 0.000 0.000 0.069 0.371 0.314 0.486 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.015 0.016 0.029 0.035 0.000 0.028

Exhaust PM: 0.000 0.000 0.000 0.076 0.000 0.000 0.000 0.157 0.773 0.590 0.675 0.000 0.543



____________________________________________________________________________________________________________________









D-3

PART5 Revised 02-24-95

TRUCK BRIDGES MODEL



____________________________________________________________________________________________________________________

User supplied veh miles traveled mixture .

STA TERESA (PM10): Scenario name

Particle Size Cutoff 10.00 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0500 0.9500 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.000 0.271 0.169 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.000 0.346 0.535 0.000 -

Direct SO4: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.035 0.000 0.035

Exhaust PM: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.646 0.739 0.000 0.734



____________________________________________________________________________________________________________________



All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

Total Idle

(g/hr) : * * * * * * * 0.000 0.000 2.312 2.112 0.000 *



____________________________________________________________________________________________________________________

* Missing Data

User supplied veh miles traveled mixture .

STA TERESA (PM25): Scenario name

Particle Size Cutoff 2.50 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0500 0.9500 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.000 0.247 0.153 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.000 0.314 0.486 0.000 -

Direct SO4: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.035 0.000 0.035

Exhaust PM: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.590 0.675 0.000 0.670



____________________________________________________________________________________________________________________



All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

Total Idle

(g/hr) : * * * * * * * 0.000 0.000 2.122 1.938 0.000 *



____________________________________________________________________________________________________________________

* Missing Data

User supplied veh miles traveled mixture .

BOTA (PM10) : Scenario name

Particle Size Cutoff 10.00 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.1514 0.0000 0.0000 0.0000 0.1036 0.1195 0.4183 0.2072 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.080 0.423 0.271 0.169 0.000 -

RCP: - - - - - 0.000 0.000 0.077 0.407 0.346 0.535 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.015 0.016 0.029 0.035 0.000 0.024

Exhaust PM: 0.000 0.000 0.000 0.102 0.000 0.000 0.000 0.172 0.845 0.646 0.739 0.000 0.558









D-4

____________________________________________________________________________________________________________________



All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

Total Idle

(g/hr) : * * * * * * * 1.731 5.307 2.312 2.112 0.000 *



____________________________________________________________________________________________________________________

* Missing Data

User supplied veh miles traveled mixture .

BOTA (PM25) : Scenario name

Particle Size Cutoff 2.50 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.1514 0.0000 0.0000 0.0000 0.1036 0.1195 0.4183 0.2072 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.072 0.386 0.247 0.153 0.000 -

RCP: - - - - - 0.000 0.000 0.069 0.371 0.314 0.486 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.015 0.016 0.029 0.035 0.000 0.024

Exhaust PM: 0.000 0.000 0.000 0.076 0.000 0.000 0.000 0.157 0.773 0.590 0.675 0.000 0.507



____________________________________________________________________________________________________________________



All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

Total Idle

(g/hr) : * * * * * * * 1.591 4.877 2.122 1.938 0.000 *



____________________________________________________________________________________________________________________

* Missing Data

User supplied veh miles traveled mixture .

ZARAGOZA (PM10) : Scenario name

Particle Size Cutoff 10.00 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.0557 0.0000 0.0000 0.0000 0.0000 0.0244 0.3206 0.5993 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.423 0.271 0.169 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.407 0.346 0.535 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.000 0.016 0.029 0.035 0.000 0.031

Exhaust PM: 0.000 0.000 0.000 0.102 0.000 0.000 0.000 0.000 0.845 0.646 0.739 0.000 0.676



____________________________________________________________________________________________________________________



All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

Total Idle

(g/hr) : * * * * * * * 0.000 5.307 2.312 2.112 0.000 *



____________________________________________________________________________________________________________________

* Missing Data

User supplied veh miles traveled mixture .

ZARAGOZA (PM25) : Scenario name

Particle Size Cutoff 2.50 Microns Altitude: 5500. Ft. Driving: Transient RFG:No

Cal. Year: 2000 I/M Program: No Region: High All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______

Veh. Speeds: 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5

VMT Mix: 0.0000 0.0000 0.0000 0.0557 0.0000 0.0000 0.0000 0.0000 0.0244 0.3206 0.5993 0.0000

Composite Emission Factors (g/mi)

Lead: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SOF: - - - - - 0.000 0.000 0.000 0.386 0.247 0.153 0.000 -

RCP: - - - - - 0.000 0.000 0.000 0.371 0.314 0.486 0.000 -

Direct SO4: 0.000 0.000 0.000 0.010 0.000 0.000 0.000 0.000 0.016 0.029 0.035 0.000 0.031

Exhaust PM: 0.000 0.000 0.000 0.076 0.000 0.000 0.000 0.000 0.773 0.590 0.675 0.000 0.616



____________________________________________________________________________________________________________________



All

Veh. Type: LDGV LDGT1 LDGT2 HDGV MC LDDV LDDT 2BHDDV LHDDV MHDDV HHDDV BUSES Veh.

Total Idle

(g/hr) : * * * * * * * 0.000 4.877 2.122 1.938 0.000 *



____________________________________________________________________________________________________________________









D-5

* Missing Data









D-6

Appendix E

VB code for PrepinPlus









E-1

Option Explicit

Dim TAZ, ATYP, FUNC, k1, k2, WAY As Integer

Dim i, j, N, INTspdA, INTspdB As Integer

Dim LINK As Long

Dim SPD24, Kspd, spd0, spdCONGA, spdCONGB As Double

Dim spdkmA, spdkmB As Double

Dim DelayA, DelayB, Delay1A, Delay1B, Delay2 As Double

Dim SplA, SplB, VolA, VolB, VOL24, Kcap As Double

Dim vocA, vocB, CAP24A, CAP24B As Double

Dim Kvol, VMT As Double

Dim LENGTH, PERIOD, a, b, m As Double

Dim VOCrA, VOCrB, COrA, COrB, NOXrA, NOXrB, pct(8) As Double

Dim VOC, CO, NOX As Double

Sub PinPlus()



Kvol = 0.098

PERIOD = 2

'Kvol = 0.3980

'PERIOD = 7

'Kvol = 0.2600

'PERIOD = 4

'Kvol = 0.2440

'PERIOD = 11



ThisWorkbook.Worksheets("rates").Activate

Range("z5").Select

For i = 1 To 8

pct(i) = ActiveCell.Offset(0, i).Value

Next i

ThisWorkbook.Worksheets("Kspd").Activate

Range("b2").Select

ThisWorkbook.Worksheets("Kcap").Activate

Range("b2").Select

ThisWorkbook.Worksheets("DIR").Activate

Range("b2").Select

ThisWorkbook.Worksheets("MAIN").Activate

Range("b2").Select

Do While ActiveCell ""

LENGTH = ActiveCell.Value

WAY = ActiveCell.Offset(0, 1).Value

SPD24 = ActiveCell.Offset(0, 2).Value

FUNC = ActiveCell.Offset(0, 3).Value

ATYP = ActiveCell.Offset(0, 4).Value

VOL24 = ActiveCell.Offset(0, 7).Value

CAP24A = ActiveCell.Offset(0, 5).Value

CAP24B = ActiveCell.Offset(0, 6).Value

ThisWorkbook.Worksheets("DIR").Activate

SplA = ActiveCell.Offset(ATYP, FUNC).Value

VolA = VOL24 * SplA * Kvol

SplB = 1 - SplA

VolB = VOL24 * SplB * Kvol

If WAY 0 Then

VolA = VolA + VolB

VolB = 0

End If

ThisWorkbook.Worksheets("Kcap").Activate

If FUNC 0 Then

k1 = ActiveCell.Offset(ATYP, FUNC).Value

k2 = ActiveCell.Offset(ATYP + 15, FUNC).Value

Kcap = k2 * PERIOD / k1

Else

Kcap = 0.15 * PERIOD

End If

vocA = VolA / (CAP24A * Kcap)

If CAP24B 0 Then

vocB = VolB / (CAP24B * Kcap)

Else

vocB = 0

End If

ThisWorkbook.Worksheets("Kspd").Activate

Kspd = ActiveCell.Offset(ATYP + 32, FUNC).Value

spd0 = SPD24 * Kspd

If FUNC = 1 Or FUNC = 2 Or FUNC = 3 Then

a = 0.015









E-2

b = 3.5

m = 5

Else

a = 0.05

b = 3

m = 10

End If

Delay1A = a * Exp(b * vocA)

Delay1B = a * Exp(b * vocB)

Delay2 = m

If Delay1A 100 Then INTspdA = 100

If INTspdB > 100 Then INTspdB = 100

Selection.Find(what:=INTspdA, lookat:=xlWhole).Activate

For i = 1 To 8

VOCrA = VOCrA + ActiveCell.Offset(0, i).Value * pct(i)

COrA = COrA + ActiveCell.Offset(0, 8 + i).Value * pct(i)

NOXrA = NOXrA + ActiveCell.Offset(0, 16 + i).Value * pct(i)

Next i

Selection.Find(what:=INTspdB, lookat:=xlWhole).Activate

For i = 1 To 8

VOCrB = VOCrB + ActiveCell.Offset(0, i).Value * pct(i)

COrB = COrB + ActiveCell.Offset(0, 8 + i).Value * pct(i)

NOXrB = NOXrB + ActiveCell.Offset(0, 16 + i).Value * pct(i)

Next i

VOC = VOCrA * VolA * LENGTH + VOCrB * VolB * LENGTH

CO = COrA * VolA * LENGTH + COrB * VolB * LENGTH

NOX = NOXrA * VolA * LENGTH + NOXrB * VolB * LENGTH

ThisWorkbook.Worksheets("MAIN").Activate

ActiveCell.Offset(0, 8).Value = VolA

ActiveCell.Offset(0, 9).Value = VolB

ActiveCell.Offset(0, 10).Value = vocA

ActiveCell.Offset(0, 11).Value = vocB

ActiveCell.Offset(0, 12).Value = spdCONGA

ActiveCell.Offset(0, 13).Value = spdCONGB

ActiveCell.Offset(0, 15).Value = VOCrA

ActiveCell.Offset(0, 16).Value = VOCrB

ActiveCell.Offset(0, 17).Value = COrA

ActiveCell.Offset(0, 18).Value = COrB

ActiveCell.Offset(0, 19).Value = NOXrA

ActiveCell.Offset(0, 20).Value = NOXrB

ActiveCell.Offset(0, 22).Value = VOC

ActiveCell.Offset(0, 23).Value = CO

ActiveCell.Offset(0, 24).Value = NOX



ActiveCell.Offset(1, 0).Select

Loop

zonal

End Sub









E-3

Sub zonal()

ThisWorkbook.Worksheets("intra1").Activate

Range("a2").Select

ThisWorkbook.Worksheets("intra2").Activate

Range("a2").Select

Do While ActiveCell ""

TAZ = ActiveCell.Value

VOL24 = ActiveCell.Offset(0, 4).Value

LENGTH = ActiveCell.Offset(0, 2).Value

N = ActiveCell.Offset(0, 1).Value

VolA = VOL24 * Kvol

VMT = VolA * LENGTH / N

For i = 1 To N

ThisWorkbook.Worksheets("intra1").Activate

LINK = ActiveCell.Offset(0, 1).Value

ActiveCell.Offset(1, 0).Select

ThisWorkbook.Worksheets("MAIN").Activate

Columns("A:A").Select

Selection.Find(what:=LINK, lookat:=xlWhole).Select

SPD24 = ActiveCell.Offset(0, 3).Value

INTspdA = 2 * (Application.WorksheetFunction.Round(SPD24 * 1.609 / 2, 0))

ThisWorkbook.Worksheets("rates").Activate

Range("a3:a65").Select

VOCrA = 0

COrA = 0

NOXrA = 0

If INTspdA 100 Then INTspdA = 100

Selection.Find(what:=INTspdA, lookat:=xlWhole).Activate

For j = 1 To 8

VOCrA = VOCrA + ActiveCell.Offset(0, i).Value * pct(i)

COrA = COrA + ActiveCell.Offset(0, 8 + i).Value * pct(i)

NOXrA = NOXrA + ActiveCell.Offset(0, 16 + i).Value * pct(i)

Next j

VOC = VOCrA * VMT

CO = COrA * VMT

NOX = NOXrA * VMT

ThisWorkbook.Worksheets("MAIN").Activate

ActiveCell.Offset(0, 27).Value = VMT

ActiveCell.Offset(0, 28).Value = VOC

ActiveCell.Offset(0, 29).Value = CO

ActiveCell.Offset(0, 30).Value = NOX

Next i

ThisWorkbook.Worksheets("intra2").Activate

ActiveCell.Offset(1, 0).Select

Loop

End Sub









E-4