APPENDIX E:

PROJECT TRIP GENERATION ANALYSIS

1 | P a g e

TECHNICAL MEMORANDUM

To: Lisa Flores, City of Arcadia Vanessa Quiroz, City of Arcadia From: Carla Dietrich, Michael Baker International CC: John Bellas, Michael Baker International Madonna Marcelo, Michael Baker International Date: December 17, 2019 Subject: Artis Senior Assisted Living Facility Trip Generation Analysis

Project Description The Project proposes the construction of a 44,192 square-foot senior assisted living facility with 80 rooms to be located

at 1150 W. Colorado Boulevard in Arcadia, California. The facility would be dedicated to people afflicted with Alzheimer’s

disease and related memory disorders. The Project is proposed at the location of the existing Coco’s Bakery Restaurant

near the intersection is W. Colorado Boulevard and Michillinda Avenue. Exhibit A-1 (attached) shows the proposed site

plan.

Trip Generation Applicable Trip Credits Trip credits may be applied to account for certain conditions including current operational uses located at the proposed

site. Table 1 details the type of trip credits which were considered during this study.

Table 1: Trip Credit Summary

Item Project Condition Credit Applied?

Existing Active

Land Use

The site is currently occupied by an operational Coco’s Bakery Restaurant which

will be demolished to accommodate the proposed Project. Yes

Internal Trip

Reduction Singular land use proposed which is not consistent with internal trip reductions. No

Pass-by Trip

Reduction Land use not consistent with pass-by trips. No

Traffic counts of the ingress/egress traffic at the two (2) existing Coco’s Bakery Restaurant site driveways were collected

on Tuesday, December 3, 2019 for a 24-hour period. The traffic count data is included as an attachment. Table 2 details

the daily and hourly ingress/egress data for the entire 24-hour period and summarizes the ingress/egress data for the

peak hours.

2 | P a g e

Table 2: Existing Coco’s Bakery Restaurant Ingress/Egress 24-Hour Volume Summary

Coco's Bakery Restaurant - Entering/Existing Hourly Traffic Volumes

Start Time

W. Colorado Blvd Driveway Michillinda

Ave Driveway Total

Entering Traffic

Total Exiting Traffic

Enter Exit Enter Exit

Right Turn

Left Turn

Total Right Turn

Left Turn

Total Right Turn

Right Turn

12:00 AM 0 0 0 0 0 0 0 1 0 1

1:00 AM 0 0 0 0 0 0 0 0 0 0

2:00 AM 0 0 0 0 0 0 0 0 0 0

3:00 AM 0 0 0 0 0 0 0 0 0 0

4:00 AM 0 0 0 0 0 0 0 0 0 0

5:00 AM 2 1 3 0 1 1 3 0 6 1

6:00 AM 3 2 5 0 2 2 2 1 7 3

7:00 AM 3 0 3 2 0 2 7 4 10 6

8:00 AM 11 4 15 3 1 4 7 5 22 9

9:00 AM 13 7 20 10 5 15 10 5 30 20

10:00 AM 23 6 29 14 11 25 19 9 48 34

11:00 AM 15 0 15 9 1 10 9 10 24 20

12:00 PM 15 2 17 7 8 15 9 14 26 29

1:00 PM 12 2 14 7 9 16 3 14 17 30

2:00 PM 10 3 13 9 4 13 5 9 18 22

3:00 PM 11 1 12 5 3 8 3 4 15 12

4:00 PM 5 0 5 2 5 7 6 4 11 11

5:00 PM 10 3 13 7 2 9 4 8 17 17

6:00 PM 11 2 13 6 6 12 6 6 19 18

7:00 PM 8 1 9 8 7 15 3 9 12 24

8:00 PM 5 1 6 3 3 6 5 8 11 14

9:00 PM 1 2 3 3 2 5 1 1 4 6

10:00 PM 0 0 0 1 2 3 0 4 0 7

11:00 PM 0 0 0 0 1 1 0 0 0 1

Total 158 37 195 96 73 169 102 116 297 285

Adjacent Street

AM Peak Hour

8 0 8 5 1 6 9 3 17 9

PM Peak Hour

10 3 13 7 2 9 6 4 19 13

Coco's

AM Peak Hour

23 6 29 14 11 25 19 9 48 34

PM Peak Hour

15 2 17 7 8 15 9 14 26 29

3 | P a g e

Project Trips Trip generation analysis was conducted for the weekday daily, AM Peak Hour, and PM Peak Hour time periods. The ITE Trip Generation Manual, 10th Edition published in 2017, was the source of the project trip generation rates. Given the

nature of the proposed use, the proposed Project is anticipated to generate trips due to employees, visitors, and

deliveries. Table 3 summarizes the trip generation rates for an assisted living facility.

Table 3: Trip Generation Rates

The project trips estimated for the proposed assisted living facility are shown in Table 4 in addition to the trip credit which is applicable given that the Coco’s Restaurant is currently in operation. As shown, the estimated new trips based on the proposed assisted living facility is 374 fewer daily trips, 11 fewer AM peak hour trips and 11 fewer PM peak hour trip compared to the existing Coco’s Restaurant. Table 4: Estimated Number of Project Trips

Land Use Source ITE

Code Intensity

Daily Trips

AM Peak Hour Trips

PM Peak Hour Trips

Total In Out Total In Out Total In Out

Assisted Living

(Proposed)

ITE Trip Generation

Manual, 10th Edition

254 80 beds 208 104 104 15 9 6 21 8 13

Coco's Bakery

Restaurant (Existing)

Traffic Count Data

-- Approximate

582 297 285 26 17 9 32 19 13 13,000 sf

Estimated New Trips (Proposed minus Existing) -374 -193 -181 -11 -8 -3 -11 -11 0

Notes:

sf = square feet

Trip Distribution/Assignment The existing restaurant has two access points (see Exhibit 1). One driveway provides full access along W. Colorado

Boulevard. The second driveway provides right-in/right-out access along Michillinda Avenue. The Project proposes a

single, full access driveway along W. Colorado Boulevard, shifted slightly east of the existing access driveway.

In : Out In : Out In : Out

254 2.60 / bed 50% : 50% 0.19 / bed 63% : 37% 0.26 / bed 38% : 62%

Notes:

Source: ITE Trip Generation Manual, 10th

Edition

Assisted

Living

PM Peak Hour TripsAM Peak Hour TripsITE

Code

Daily TripsLand Use

Rate Rate Rate

4 | P a g e

Exhibit 1: Site Access

Existing Vehicular Access Points Proposed Vehicular Access Point

The existing restaurant trips are distributed between the two site driveways, while the proposed Project would

concentrate all trips at the W. Colorado Boulevard driveway. It is anticipated that the area trip distribution would be

similar between the existing and proposed land uses given the location of the surrounding roadways, with consideration

of the driveway consolidation. Exhibit 2 shows the trip distribution percentages based on the Coco’s Bakery Restaurant

count data at the two existing site driveways and Exhibit 3 graphically shows the anticipated distribution patterns for

the proposed Assisted Living facility with a single site driveway.

Exhibit 2: Coco’s Restaurant Trip Distribution

Driveway #2 – Right-In/Right-Out

Driveway #1 – Full Access

Driveway #1 – Full (Only) Access – Shifted slightly to the east

Michillinda A

ve

Michillinda A

ve

5 | P a g e

Exhibit 3: Projected Trip Distribution

Exhibit 4 shows the anticipated change in trips at the Assisted Living site driveway as a result of demolishing the existing Coco’s Bakery Restaurant and constructing the proposed Assisted Living facility.

Exhibit 4: Projected Change in Trips

Findings Given the overall estimated reduction in trips based upon the trip generation analysis, it is anticipated that the change

in site trips entering and exiting the site at the W. Colorado Boulevard driveway will range from -4 to +3 trips per

movement during the AM and PM Peak Hours. In terms of total site trips entering the intersection, this equates to one

additional trip during the AM Peak Hour and a reduction of one trip during the PM Peak Hour. It is anticipated that

these minimal changes in site trips would have a negligible impact on the intersection operations at the W. Colorado

Avenue site driveway. Additionally, all site traffic would be removed from the existing Michillinda Avenue site driveway

with the development of the Assisted Living facility.

Michillinda A

ve

Legend X% (X%) AM Peak Hour (PM Peak Hour) Distribution Percentages

Michillinda A

ve

Legend X (X) AM Peak Hour (PM Peak Hour)

Net Change in Trips

Note: All site trips will be removed from the Michillinda Avenue site driveway.

6 | P a g e

Attachments

Exhibit A-1: Site Plan

7 | P a g e

Location: Coco's Bakery Restaurant Dwy & W Colorado Blvd Date: 12/3/2019

City: Arcadia Day: Tuesday

ER WL NL NR ER WL NL NR

12:00 AM 0 0 0 0 0 12:00 AM 0 0 0 0 012:15 AM 0 0 0 0 0 1:00 AM 0 0 0 0 012:30 AM 0 0 0 0 0 2:00 AM 0 0 0 0 012:45 AM 0 0 0 0 0 3:00 AM 0 0 0 0 01:00 AM 0 0 0 0 0 4:00 AM 0 0 0 0 01:15 AM 0 0 0 0 0 5:00 AM 2 1 1 0 41:30 AM 0 0 0 0 0 6:00 AM 3 2 2 0 71:45 AM 0 0 0 0 0 7:00 AM 3 0 0 2 52:00 AM 0 0 0 0 0 8:00 AM 11 4 1 3 192:15 AM 0 0 0 0 0 9:00 AM 13 7 5 10 352:30 AM 0 0 0 0 0 10:00 AM 23 6 11 14 542:45 AM 0 0 0 0 0 11:00 AM 15 0 1 9 253:00 AM 0 0 0 0 0 12:00 PM 15 2 8 7 323:15 AM 0 0 0 0 0 1:00 PM 12 2 9 7 303:30 AM 0 0 0 0 0 2:00 PM 10 3 4 9 263:45 AM 0 0 0 0 0 3:00 PM 11 1 3 5 204:00 AM 0 0 0 0 0 4:00 PM 5 0 5 2 124:15 AM 0 0 0 0 0 5:00 PM 10 3 2 7 224:30 AM 0 0 0 0 0 6:00 PM 11 2 6 6 254:45 AM 0 0 0 0 0 7:00 PM 8 1 7 8 245:00 AM 0 1 0 0 1 8:00 PM 5 1 3 3 125:15 AM 0 0 0 0 0 9:00 PM 1 2 2 3 85:30 AM 0 0 0 0 0 10:00 PM 0 0 2 1 35:45 AM 2 0 1 0 3 11:00 PM 0 0 1 0 16:00 AM 0 0 1 0 1 Grand Totals 158 37 73 96 3646:15 AM 0 1 0 0 16:30 AM 2 0 1 0 36:45 AM 1 1 0 0 27:00 AM 1 0 0 0 17:15 AM 1 0 0 0 17:30 AM 1 0 0 2 37:45 AM 0 0 0 0 08:00 AM 3 0 0 0 38:15 AM 4 0 1 3 88:30 AM 1 3 0 0 48:45 AM 3 1 0 0 49:00 AM 5 0 1 2 89:15 AM 2 3 2 2 99:30 AM 4 1 0 5 109:45 AM 2 3 2 1 8

10:00 AM 3 1 1 2 710:15 AM 7 3 4 2 1610:30 AM 7 2 5 8 2210:45 AM 6 0 1 2 911:00 AM 4 0 0 3 711:15 AM 5 0 0 3 811:30 AM 3 0 1 3 711:45 AM 3 0 0 0 312:00 PM 4 0 1 1 612:15 PM 8 2 0 4 1412:30 PM 1 0 4 2 712:45 PM 2 0 3 0 51:00 PM 4 0 2 1 71:15 PM 1 0 4 0 51:30 PM 0 2 0 5 71:45 PM 7 0 3 1 112:00 PM 2 0 0 2 42:15 PM 3 1 0 0 42:30 PM 3 2 2 5 122:45 PM 2 0 2 2 63:00 PM 2 1 1 2 63:15 PM 2 0 0 1 33:30 PM 3 0 1 1 53:45 PM 4 0 1 1 64:00 PM 1 0 0 0 14:15 PM 0 0 1 0 14:30 PM 1 0 4 0 54:45 PM 3 0 0 2 55:00 PM 2 1 0 1 45:15 PM 4 1 0 1 65:30 PM 1 0 1 1 35:45 PM 3 1 1 4 96:00 PM 3 0 1 1 56:15 PM 0 1 3 3 76:30 PM 5 0 1 0 66:45 PM 3 1 1 2 77:00 PM 2 0 4 4 107:15 PM 2 1 2 2 77:30 PM 2 0 0 2 47:45 PM 2 0 1 0 38:00 PM 2 1 0 2 58:15 PM 1 0 1 0 28:30 PM 2 0 1 1 48:45 PM 0 0 1 0 19:00 PM 0 0 1 1 29:15 PM 0 2 1 1 49:30 PM 0 0 0 0 09:45 PM 1 0 0 1 2

10:00 PM 0 0 0 0 010:15 PM 0 0 0 0 010:30 PM 0 0 2 1 310:45 PM 0 0 0 0 011:00 PM 0 0 1 0 111:15 PM 0 0 0 0 011:30 PM 0 0 0 0 011:45 PM 0 0 0 0 0

Grand Totals 158 37 73 96 364

Prepared by National Data & Surveying Services

Driveway INS/OUTS Study

TIME

15 Minute VolumesTOTALSIngress Egress TIME

Hourly VolumesTOTALSIngress Egress

8 | P a g e

Location: Michillinda Ave & Coco's Bakery Restaurant Dwy Date: 12/3/2019

City: Arcadia Day: Tuesday

Ingress Egress Ingress Egress

NR WR NR WR

12:00 AM 0 0 0 12:00 AM 0 1 112:15 AM 0 0 0 1:00 AM 0 0 012:30 AM 0 1 1 2:00 AM 0 0 012:45 AM 0 0 0 3:00 AM 0 0 01:00 AM 0 0 0 4:00 AM 0 0 01:15 AM 0 0 0 5:00 AM 3 0 31:30 AM 0 0 0 6:00 AM 2 1 31:45 AM 0 0 0 7:00 AM 7 4 112:00 AM 0 0 0 8:00 AM 7 5 122:15 AM 0 0 0 9:00 AM 10 5 152:30 AM 0 0 0 10:00 AM 19 9 282:45 AM 0 0 0 11:00 AM 9 10 193:00 AM 0 0 0 12:00 PM 9 14 233:15 AM 0 0 0 1:00 PM 3 14 173:30 AM 0 0 0 2:00 PM 5 9 143:45 AM 0 0 0 3:00 PM 3 4 74:00 AM 0 0 0 4:00 PM 6 4 104:15 AM 0 0 0 5:00 PM 4 8 124:30 AM 0 0 0 6:00 PM 6 6 124:45 AM 0 0 0 7:00 PM 3 9 125:00 AM 0 0 0 8:00 PM 5 8 135:15 AM 0 0 0 9:00 PM 1 1 25:30 AM 0 0 0 10:00 PM 0 4 45:45 AM 3 0 3 11:00 PM 0 0 06:00 AM 0 0 0 Grand Totals 102 116 2186:15 AM 0 0 06:30 AM 2 0 26:45 AM 0 1 17:00 AM 2 1 37:15 AM 0 1 17:30 AM 1 2 37:45 AM 4 0 48:00 AM 2 0 28:15 AM 2 1 38:30 AM 2 3 58:45 AM 1 1 29:00 AM 2 1 39:15 AM 2 1 39:30 AM 3 2 59:45 AM 3 1 4

10:00 AM 4 2 610:15 AM 4 2 610:30 AM 5 4 910:45 AM 6 1 711:00 AM 0 2 211:15 AM 2 3 511:30 AM 4 4 811:45 AM 3 1 412:00 PM 4 2 612:15 PM 0 3 312:30 PM 1 5 612:45 PM 4 4 81:00 PM 0 5 51:15 PM 1 3 41:30 PM 0 4 41:45 PM 2 2 42:00 PM 1 4 52:15 PM 0 3 32:30 PM 1 2 32:45 PM 3 0 33:00 PM 2 2 43:15 PM 0 1 13:30 PM 1 1 23:45 PM 0 0 04:00 PM 1 1 24:15 PM 1 1 24:30 PM 2 1 34:45 PM 2 1 35:00 PM 0 2 25:15 PM 2 5 75:30 PM 0 1 15:45 PM 2 0 26:00 PM 2 1 36:15 PM 3 2 56:30 PM 0 2 26:45 PM 1 1 27:00 PM 1 7 87:15 PM 0 1 17:30 PM 1 1 27:45 PM 1 0 18:00 PM 2 2 48:15 PM 2 4 68:30 PM 1 0 18:45 PM 0 2 29:00 PM 1 0 19:15 PM 0 1 19:30 PM 0 0 09:45 PM 0 0 0

10:00 PM 0 0 010:15 PM 0 1 110:30 PM 0 3 310:45 PM 0 0 011:00 PM 0 0 011:15 PM 0 0 011:30 PM 0 0 011:45 PM 0 0 0

Grand Totals 102 116 218

Prepared by National Data & Surveying Services

Driveway INS/OUTS Study

TIME

15 Minute VolumesTOTALS TIME

Hourly VolumesTOTALS

9 | P a g e

ID: 19-05738-001 Day:

City: Arcadia Date:

AM 0 0 0 0 AM

NOON 0 0 0 0 NOON

PM 0 0 0 0 PM

AM NOON PM PM NOON AM

0 0 0 00 0 0 0

2 348 0 1756

0 0 1 0 1 3 0 0

0 0 0 0 TEV ### 0 ### 0 0 0 0

249 0 1571 2 PHF 0.97 0.94

8 0 10 00 0 1 0

AM NOON PM PM NOON AM

PM 0 2 0 7 PM

NOON 0 0 0 0 NOON

AM 0 1 0 5 AM

W C

olo

rad

o B

lvd

07:00 AM - 09:00 AM

NONE

1757 0 351

Coco's Bakery Restaurant Dwy

8

0

Coco's Bakery Restaurant Dwy

SOUTHBOUND

04:00 PM - 06:00 PM

NORTHBOUND

1578

0

PE

AK

HO

UR

S

Total Vehicles (AM)

NONE

05:00 PM - 06:00 PM

0

0

0

No Control

W C

olo

rad

o B

lvd

EA

ST

BO

UN

DPeak Hour Turning Movement Count

13

Coco's Bakery Restaurant Dwy & W Colorado Blvd

Tuesday

12/03/2019

CONTROL

WE

ST

BO

UN

D

07:30 AM - 08:30 AM

254

CO

UN

T P

ER

IOD

S

Total Vehicles (AM)

NOONAM PM

10 | P a g e

Location: Coco's Bakery Restaurant Dwy & W Colorado Blvd

City: Arcadia Project ID: 19-05738-001

Control: No Control Date:

NS/EW Streets:

0 1 0 0 0 0 0 0 0 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL

7:00 AM 0 0 0 0 0 0 0 0 0 26 1 0 0 478 0 0 505

7:15 AM 0 0 0 0 0 0 0 0 0 42 1 0 0 434 0 0 477

7:30 AM 0 0 2 0 0 0 0 0 0 69 1 0 0 424 0 0 496

7:45 AM 0 0 0 0 0 0 0 0 0 62 0 0 0 449 0 0 511

8:00 AM 0 0 0 0 0 0 0 0 0 59 3 0 0 429 0 0 491

8:15 AM 1 0 3 0 0 0 0 0 0 59 4 0 0 454 0 0 521

8:30 AM 0 0 0 0 0 0 0 0 0 58 1 0 3 429 0 0 491

8:45 AM 0 0 0 0 0 0 0 0 0 55 3 0 1 406 0 0 465

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL

TOTAL VOLUMES : 1 0 5 0 0 0 0 0 0 430 14 0 4 3503 0 0 3957

APPROACH %'s : 16.67% 0.00% 83.33% 0.00% 0.00% 96.85% 3.15% 0.00% 0.11% 99.89% 0.00% 0.00%

PEAK HR : 07:30 AM 39 37 44 08:15 AM TOTAL

PEAK HR VOL : 1 0 5 0 0 0 0 0 0 249 8 0 0 1756 0 0 2019

PEAK HR FACTOR : 0.250 0.000 0.417 0.000 0.000 0.000 0.000 0.000 0.000 0.902 0.500 0.000 0.000 0.967 0.000 0.000

Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU

0 1 0 0 0 0 0 0 0 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL

4:00 PM 0 0 0 0 0 0 0 0 0 284 1 1 0 100 0 0 386

4:15 PM 1 0 0 0 0 0 0 0 0 342 0 0 0 124 0 1 468

4:30 PM 4 0 0 0 0 0 0 0 0 376 1 0 0 83 0 0 464

4:45 PM 0 0 2 0 0 0 0 0 0 377 3 2 0 100 0 0 484

5:00 PM 0 0 1 0 0 0 0 0 0 339 2 0 1 88 0 0 431

5:15 PM 0 0 1 0 0 0 0 0 0 388 4 1 1 94 0 0 489

5:30 PM 1 0 1 0 0 0 0 0 0 426 1 0 0 86 0 0 515

5:45 PM 1 0 4 0 0 0 0 0 0 418 3 0 1 80 0 0 507

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL

TOTAL VOLUMES : 7 0 9 0 0 0 0 0 0 2950 15 4 3 755 0 1 3744

APPROACH %'s : 43.75% 0.00% 56.25% 0.00% 0.00% 99.36% 0.51% 0.13% 0.40% 99.47% 0.00% 0.13%

PEAK HR : 05:00 PM 293 289 296 05:30 PM TOTAL

PEAK HR VOL : 2 0 7 0 0 0 0 0 0 1571 10 1 3 348 0 0 1942

PEAK HR FACTOR : 0.500 0.000 0.438 0.000 0.000 0.000 0.000 0.000 0.000 0.922 0.625 0.250 0.750 0.926 0.000 0.000

EASTBOUND

12/3/2019

W Colorado Blvd

NORTHBOUND

W Colorado Blvd

0.967

WESTBOUND

Coco's Bakery Restaurant Dwy Coco's Bakery Restaurant Dwy

0.918

EASTBOUND

PM

AM

07:30 AM - 08:30 AM

NORTHBOUND

0.3750.969

Total

0.9430.926

WESTBOUND

0.924

SOUTHBOUND

0.450

05:00 PM - 06:00 PM

SOUTHBOUND

11 | P a g e

ID: 19-05738-002 Day:

City: Arcadia Date:

AM 10 460 0 0 AM

NOON 0 0 0 0 NOON

PM 17 738 0 0 PM

AM NOON PM PM NOON AM

0 2 0 00 4 0 3

1 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 TEV ### 0 1457 0 0 0 0

0 0 0 1 PHF 0.95 0.95

12 0 30 00 0 2 1

AM NOON PM PM NOON AM

PM 0 0 662 6 PM

NOON 0 0 0 0 NOON

AM 0 0 1139 9 AM

Peak Hour Turning Movement Count

768

Michillinda Ave & Coco's Bakery Restaurant Dwy

Tuesday

12/03/2019

CONTROL

WE

ST

BO

UN

D

07:30 AM - 08:30 AM

9

CO

UN

T P

ER

IOD

S

Total Vehicles (AM)

PE

AK

HO

UR

S

Total Vehicles (AM)

NONE

04:00 PM - 05:00 PM

1142

666

0

No Control

Co

co

's B

akery

Resta

ura

nt

Dw

y

EA

ST

BO

UN

D

Michillinda Ave

472

0

Michillinda Ave

SOUTHBOUND

04:00 PM - 06:00 PM

NORTHBOUND

6

0

Co

co

's B

akery

Resta

ura

nt D

wy

07:00 AM - 09:00 AM

NONE

10 0 17

NOONAM PM

12

| P

ag

e

Lo

ca

tio

n:

Mic

hillinda A

ve &

Coco

's B

akery

Rest

aura

nt

Dw

y

Cit

y:

Arc

adia

Pro

ject

ID

:19-0

5738-0

02

Co

ntr

ol:

No C

ontr

ol

Da

te:

NS

/E

W S

tre

ets

:

02

10

02

00

01

00

01

00

NL

NT

NR

NU

SL

ST

SR

SU

EL

ET

ER

EU

WL

WT

WR

WU

TO

TAL

7:0

0 A

M0

205

20

060

00

00

30

00

10

271

7:1

5 A

M0

266

00

068

30

00

20

00

10

340

7:3

0 A

M0

302

10

096

50

00

40

00

20

410

7:4

5 A

M0

255

40

0117

20

00

10

00

00

379

8:0

0 A

M0

284

20

0142

00

00

40

00

00

432

8:1

5 A

M0

298

20

0105

30

00

30

00

10

412

8:3

0 A

M0

263

20

0113

50

00

30

00

30

389

8:4

5 A

M0

220

10

0105

20

00

00

00

10

329

NL

NT

NR

NU

SL

ST

SR

SU

EL

ET

ER

EU

WL

WT

WR

WU

TO

TAL

TO

TA

L V

OLU

ME

S :

02093

14

00

806

20

00

020

00

09

02962

AP

PR

OA

CH

%'s

:0.0

0%

99.3

4%

0.6

6%

0.0

0%

0.0

0%

97.5

8%

2.4

2%

0.0

0%

0.0

0%

0.0

0%

100.0

0%

0.0

0%

0.0

0%

0.0

0%

100.0

0%

0.0

0%

PE

AK

HR

:07:3

0 A

M39

37

44

08:0

0 A

MTO

TAL

PE

AK

HR

VO

L :

01139

90

0460

10

00

012

00

03

01633

PE

AK

HR

FA

CT

OR

:0.0

00

0.9

43

0.5

63

0.0

00

0.0

00

0.8

10

0.5

00

0.0

00

0.0

00

0.0

00

0.7

50

0.0

00

0.0

00

0.0

00

0.3

75

0.0

00

Headers

NB

LN

BT

NB

RN

BU

SBL

SBT

SBR

SBU

EBL

EBT

EBR

EBU

WB

LW

BT

WB

RW

BU

02

10

02

00

01

00

01

00

NL

NT

NR

NU

SL

ST

SR

SU

EL

ET

ER

EU

WL

WT

WR

WU

TO

TAL

4:0

0 P

M0

173

10

0188

50

00

60

00

10

374

4:1

5 P

M0

147

10

0168

10

00

60

00

10

324

4:3

0 P

M0

161

20

0197

60

00

90

00

10

376

4:4

5 P

M0

181

20

0185

50

00

90

00

10

383

5:0

0 P

M0

197

00

0109

50

00

16

00

02

0329

5:1

5 P

M0

185

20

092

40

00

12

00

05

0300

5:3

0 P

M0

191

00

0131

10

00

90

00

10

333

5:4

5 P

M0

181

20

098

00

00

12

00

00

0293

NL

NT

NR

NU

SL

ST

SR

SU

EL

ET

ER

EU

WL

WT

WR

WU

TO

TAL

TO

TA

L V

OLU

ME

S :

01416

10

00

1168

27

00

079

00

012

02712

AP

PR

OA

CH

%'s

:0.0

0%

99.3

0%

0.7

0%

0.0

0%

0.0

0%

97.7

4%

2.2

6%

0.0

0%

0.0

0%

0.0

0%

100.0

0%

0.0

0%

0.0

0%

0.0

0%

100.0

0%

0.0

0%

PE

AK

HR

:04:0

0 P

M289

289

296

04:4

5 P

MTO

TAL

PE

AK

HR

VO

L :

0662

60

0738

17

00

030

00

04

01457

PE

AK

HR

FA

CT

OR

:0.0

00

0.9

14

0.7

50

0.0

00

0.0

00

0.9

37

0.7

08

0.0

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