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HomeMy WebLinkAboutAppendix C_Trip Gen Memo_2-20-18
2/20/18 (R:\CTA1401.02_Olsen Residential MND\Technical Studies\Traffic\Trip Gen Letter.docx)
BERKELEY
CARLSBAD
FRESNO
IRVINE
PALM SPRINGS
POINT RICHMOND
RIVERSIDE
ROCKLIN
SAN LUIS OBISPO
1500 Iowa Avenue, Suite 200, Riverside, California 92507 951.781.9310 www.lsa.net
February 20, 2018
Ms. Lisa L. Flores
Planning Services Manager
City of Arcadia
240 W. Huntington Drive
Arcadia, California 91066
Subject: Olson Residential Project‐ Trip Generation Memorandum (LSA Project No. CTA1401.02)
Dear Ms. Flores,
LSA is under contract to prepare a trip generation analysis for a proposed 80‐unit residential project
along with approximately 10,987 square feet (sf) of commercial space in the City of Arcadia (City).
The 4.93‐acre project site is located at 17 Las Tunas Drive at the northwest corner of Santa Anita
Avenue and Las Tunas Drive. Attached Figure 1 illustrates the regional and project location. Figure 2
illustrates the conceptual site plan of the proposed project.
The purpose of this trip generation analysis is to compare the trip generation of the proposed
project with the trip generation of the existing use under the following two circumstances:
1. The trip generation of existing uses on the project site.
2. The current site was fully operational.
The commercial space in the proposed project has been evaluated for three different commercial
alternatives. For the purpose of this analysis, the commercial space within the live/work units has
been evaluated as retail for all the alternatives as a conservative approach. As such, the retail
portion of the live/work units will generate significantly lower trips than a regular retail. A live/work
unit shall be occupied and used only by the operator of the business within the unit, or a household
of which at least one member shall be the business operator. Alternative 1 considers the entire
commercial space in the project as retail (shopping center), Alternative 2 considers only the
commercial space located within the live/work units as retail and the remaining as a fast food
restaurant with drive‐through facility and Alternative 3 considers the space within the live/work
units as retail and the remaining as a high‐turnover (sit‐down) restaurant.
The trip generation comparison will help determine whether a traffic impact analysis (TIA) is
required for the proposed project. Table A illustrates the comparison of the trip generation in the
three scenarios.
Project Description
Based on information provided by the project applicant, the subject planning area is proposed to
include 80 residential condominium units, including 3 live/work units along with 10,987 sf of
2/20/2018 (R:\CTA1401.02_Olsen Residential MND\Technical Studies\Traffic\Trip Gen Letter.docx) 2
commercial space (2,487 sf within the live/work units and 8,500 sf as fast casual restaurant and/or
retail uses). The 4.93‐acre site will be subdivided into two parcels to facilitate development of the
integrated retail building component. The mixed‐use residential and live/work component will be
situated on approximately 4.22 acres and the retail building on 0.71 acres. The project will be
considered together as a mixed‐use project as a Planned Development (PD) to “create a dynamic
mixed use community that integrates residential and commercial uses in a synergistic manner,
enhancing the entire development and benefitting the surrounding area”.
The project site is currently developed with an approximately 58,000 sf commercial building, which
had about 19,272 sf (33%) occupation at the time traffic counts were taken. Tenants at that time
included an existing Adult Day Care (8,595 sf), MP Sound (1,248 sf), A&J Restaurant (2,433 sf), Wash
Land (3,928 sf), Palace Cleaner (1,552 sf), and Little Stanford (1,516 sf). Previous tenants included
O’Reilly Auto Parts and Goodwill which were vacant at the time of the survey.
Trip Generation of Existing Use
The trip generation for the existing land use has been obtained from counts taken by the National
Data and Surveying Services (NDS) in August, 2017. The count sheets are included in Appendix A.
Table A summarizes the existing daily, a.m., and p.m. peak hour trip generation based on the survey.
As shown in Table A, the current uses generate 1,382 daily trips, with 162 trips occurring during the
a.m. peak hour and 221 trips during the p.m. peak hour.
Trip Generation of Existing Use when Site was Fully Operational
The trip generation for the existing land use at its fully operational stage has been developed using
rates from the Institute of Transportation Engineers (ITE) Trip Generation 9th Edition for Land Use
820 “Shopping Center”. As seen in Table A, when fully operational, the site generates 4,766 trips,
with 112 trips occurring during the a.m. peak hour and 416 trips occurring during the p.m. peak
hour.
Trip Generation of Proposed Project Alternative 1
The trip generation for the proposed project under Alternative 1 has been developed using rates
from the ITE Trip Generation 9th Edition for Land Uses 230 “Residential Condominium/Townhouse”
and 820 “Shopping Center.” The proposed uses are expected to generate 2,081 daily total trips, with
76 trips occurring during the a.m. peak hour and 178 trips occurring during the p.m. peak hour.
Trip Generation of Proposed Project Alternative 2
The trip generation for the proposed project under Alternative 2 has been developed using rates
from the ITE Trip Generation 9th Edition for Land Uses 230 “Residential Condominium/Townhouse”,
for Land Use 820 “Shopping Center” and 934 “Fast‐Food Restaurant with Drive‐Through Window.”
The proposed uses are expected to generate 5,297 daily total trips, with 437 trips occurring during
the a.m. peak hour and 369 trips occurring during the p.m. peak hour.
2/20/2018 (R:\CTA1401.02_Olsen Residential MND\Technical Studies\Traffic\Trip Gen Letter.docx) 3
Trip Generation of Proposed Project Alternative 3
The trip generation for the proposed project under Alternative 3 has been developed using rates
from the ITE Trip Generation 9th Edition for Land Uses 230 “Residential Condominium/Townhouse”,
for Land Use 820 “Shopping Center” and 932 “High‐Turnover (Sit‐Down) Restaurant.” The proposed
uses are expected to generate 2,161 daily total trips, with 143 trips occurring during the a.m. peak
hour and 175 trips occurring during the p.m. peak hour.
Conclusion
As illustrated in Table A, under Alternative 1, the proposed uses generate 699 more daily trips
compared to the existing use with 86 less trips in the a.m. peak hour and 43 less trips in the p.m.
peak hour. However, the proposed project generates 2,685 less daily trips compared to the existing
use at its fully operational stage, with 36 less trips in the a.m. peak hour and 238 less trips in the
p.m. peak hour. Therefore, under Alternative 1, the proposed project can be considered to be
consistent and less intensive than the existing use. Hence, a TIA will not be required for the project.
As illustrated in Table A, under Alternative 2, the proposed uses generate 3,915 more daily trips
compared to the existing use with 275 more trips in the a.m. peak hour and 148 more trips in the
p.m. peak hour. However, the proposed project generates 531 more daily trips compared to the
existing use at its fully operational stage, with 325 more trips in the a.m. peak hour and 47 less trips
in the p.m. peak hour. Since in this alternative, the project trips during the a.m. peak hour are
significantly higher than the trips for the existing use, a TIA will be required.
As illustrated in Table A, under Alternative 3, the proposed uses generate 779 more daily trips
compared to the existing use with 19 less trips in the a.m. peak hour and 46 less trips in the p.m.
peak hour. However, the proposed project generates 2,605 less daily trips compared to the existing
use at its fully operational stage, with 31 more trips in the a.m. peak hour and 241 less trips in the
p.m. peak hour. Therefore, the project will generate nominal additional trips during the a.m. peak
hour while significant less number of trips during the p.m. peak hour and daily. Since, the additional
number of trips being generated is less than 50 trips in the a.m. peak hour, which is the typical peak
hour project trip threshold required for preparation of TIAs, a TIA will not be required for this
project.
Should you have any questions, please do not hesitate to contact me at (951) 781‐9310 or email me
at Ambarish.Mukherjee@lsa.net.
Sincerely,
LSA
Ambarish Mukherjee, AICP, PE
Associate/Senior Transportation Planner
2/20/2018 (R:\CTA1401.02_Olsen Residential MND\Technical Studies\Traffic\Trip Gen Letter.docx) 4
Attachments:
Table A: Project Trip Generation Comparison
Figure 1: Regional and Project Location
Figure 2: Conceptual Site Plan
Appendix A: Driveway Counts
Land Use In Out Total In Out Total
Existing Use
Shopping Center 58.00 TSF
Trip Generation1 99 63 162 101 120 221 1,382
Existing Use: Fully Operational
Shopping Center 58.00 TSF
Trips/Unit2 1.19 0.74 1.93 3.45 3.72 7.17 82.17
Trip Generation 69 43 112 200 216 416 4,766
Proposed Project Alternative 1
Townhomes 80 DU
Trips/Unit3 0.07 0.37 0.44 0.35 0.17 0.52 5.81
Trip Generation 6 29 35 28 14 42 465
Shopping Center 10.99 TSF
Trips/Unit2 2.28 1.46 3.73 5.92 6.46 12.38 147.08
Trip Generation 25 16 41 65 71 136 1,616
Total Trip Generation 31 45 76 93 85 178 2,081
Trip Generation Difference 68 18 86 8 35 43 (699)
Trip Generation Difference 38 (2) 36 107 131 238 2,685
Proposed Project Alternative 2
Townhomes 80 DU
Trips/Unit3 0.07 0.37 0.44 0.35 0.17 0.52 5.81
Trip Generation 6 29 35 28 14 42 465
Shopping Center 2.49 TSF
Trips/Unit2 4.02 2.41 6.43 9.65 10.45 20.10 247.29
Trip Generation 10 6 16 24 26 50 615
Fast‐Food Restaurant with Drive‐Through 8.50 TSF
Trips/Unit4 23.16 22.26 45.42 16.98 15.67 32.65 496.12
Trip Generation 197 189 386 144 133 277 4,217
Total Trip Generation 213 224 437 196 173 369 5,297
Trip Generation Difference (114) (161) (275) (95) (53) (148) (3,915)
Trip Generation Difference (144) (181) (325) 4 43 47 (531)
Proposed Project Alternative 3
Townhomes 80 DU
Trips/Unit3 0.07 0.37 0.44 0.35 0.17 0.52 5.81
Trip Generation 6 29 35 28 14 42 465
Shopping Center 2.49 TSF
Trips/Unit2 4.02 2.41 6.43 9.65 10.45 20.10 247.29
Trip Generation 10 6 16 24 26 50 615
High‐Turnover (Sit‐Down) Restaurant 8.50 TSF
Trips/Unit5 5.95 4.86 10.81 5.91 3.94 9.85 127.15
Trip Generation 51 41 92 50 33 83 1,081
Total Trip Generation 67 76 143 102 73 175 2,161
Trip Generation Difference 32 (13) 19 (1) 47 46 (779)
Trip Generation Difference 2 (33) (31) 98 143 241 2,605
Notes:
TSF = Thousand Square Feet; DU = Dwelling Units
1 Trips obtained from counts taken by the National Data and Surveying Services (NDS)
2 Fitted Curve Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (9th Edition), Land Use 820 ‐ "Shopping Center"
3 Rates from ITE Trip Generation Manual (9th Edition), Land Use 230 ‐ "Residential Condominium/Townhouse"
4 Rates from ITE Trip Generation Manual (9th Edition), Land Use 934 ‐ "Fast‐Food Restaurant with Drive‐Through Window"
5 Rates from ITE Trip Generation Manual (9th Edition), Land Use 932 ‐ "High‐Turnover (Sit‐Down) Restaurant"
(Existing Use‐Proposed Project Alternative 3)
(Existing Use:Fully Operational‐Proposed Project Alternative 3)
(Existing Use‐Proposed Project Alternative 2)
(Existing Use:Fully Operational‐Proposed Project Alternative 2)
(Existing Use:Fully Operational‐Proposed Project Alternative 1)
(Existing Use‐Proposed Project Alternative 1)
Table A ‐ Project Trip Generation Comparison
A.M. Peak Hour P.M. Peak Hour DailyUnits
R:\CTA1401.02_Olsen Residential MND\Technical Studies\Traffic\TripGen\Trip Gen Comparison (2/19/2018)
LAS TUNAS DRIVE L I V E O A K A V E N U ESANTA ANITA AVENUEOls on Residential ProjectTrip G eneration Memorandum
Regio nal and Project Location
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2/20/2018 (R:\CTA1401.02_Olsen Residential MND\Technical Studies\Traffic\Trip Gen Letter.docx) 5
APPENDIX A:
DRIVEWAY COUNTS
Day:City:Arcadia
Date:Project #:CA17_5495_001
IN OUT
109 101
AM Period IN OUT IN OUT
00:00 0 0 0 3 2 5
00:15 0 0 002 2
00:30 0 0 022 4
00:45 0 0 0 1639 415
01:00 0 0 032 5
01:15 0 0 002 2
01:30 0 0 011 2
01:45 0 0 0 1527 312
02:00 0 0 0 1 1 2
02:15 0 0 0 0 2 2
02:30 0 0 0 0 0 0
02:45 0 0 0 0125 26
03:00 0 0 0 2 3 5
03:15 0 0 0 2 3 5
03:30 0 0 0 1 1 2
03:45 0 0 0 1607 113
04:00 0 0 0 2 0 2
04:15 0 0 0 0 0 0
04:30 0 0 0 2 4 6
04:45 0 0 0 0415 19
05:00 0 0 0 2 1 3
05:15 0 1 1 5 3 8
05:30 0 0 0 7 7 14
05:45 0 1 2 1 2 3 17 1 12 4 29
06:00 0 1 1 1 1 2
06:15 0 0 0 2 1 3
06:30 1 1 2 1 4 5
06:45 0102 03 2606 212
07:00 2 0 2 0 2 2
07:15 1 0 1 0 2 2
07:30 2 2 4 0 0 0
07:45 2702 29 0 26 26
08:00 3 1 4 0 0 0
08:15 2 3 5 0 0 0
08:30 6 5 11 0 0 0
08:45 516211 727 0 1 1 1 1
09:00 17 2 19 1 0 1
09:15 6 6 12 0 0 0
09:30 2 5 7 1 1 2
09:45 429114 543 0201 03
10:00 2 1 3 0 0 0
10:15 0 2 2 0 0 0
10:30 1 1 2 0 0 0
10:45 1415 29 0 0 0
11:00 0 1 1 1 0 1
11:15 2 3 5 0 0 0
11:30 0 0 0 0 0 0
11:45 2426 410 010 01
TOTALS 61 42 103 48 59 107
SPLIT %59.2% 40.8%49.0%44.9% 55.1%51.0%
IN OUT
109 101
AM Peak Hour 08:30 08:30 08:30 17:00 16:45 17:00
AM Pk Volume 34 15 49 17 12 29
Pk Hr Factor 0.500 0.625 0.645 0.607 0.429 0.518
7 ‐ 9 Volume 23 13 0036 21 17 0038
7 ‐ 9 Peak Hour 08:00 08:00 08:00 17:00 16:45 17:00
7 ‐ 9 Pk Volume 16 11 0 0 27 17 12 0 0 29
Pk Hr Factor 0.667 0.550 0.000 0.000 0.614 0.607 0.429 0.000 0.000 0.518
IN & OUT
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
8/8/2017
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
S Santa Anita Ave/North Dwy
21:30
21:45
22:00
Total
210
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
210
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Day:City:Arcadia
Date:Project #:CA17_5495_002
IN OUT
73 174
AM Period IN OUT IN OUT
00:00 0 0 0 1 5 6
00:15 0 0 034 7
00:30 1 0 112 3
00:45 010 01 05516 521
01:00 0 0 001 1
01:15 0 0 031 4
01:30 0 0 023 5
01:45 0 0 0 1616 212
02:00 0 0 0 0 3 3
02:15 0 0 0 2 4 6
02:30 0 0 0 0 2 2
02:45 0 0 0 02413 415
03:00 0 0 0 0 6 6
03:15 0 0 0 3 4 7
03:30 0 0 0 0 3 3
03:45 0 0 0 14114 218
04:00 0 0 0 2 1 3
04:15 0 0 0 1 3 4
04:30 0 0 0 0 3 3
04:45 0 0 0 1429 313
05:00 0 0 0 2 2 4
05:15 0 0 0 1 7 8
05:30 0 0 0 0 2 2
05:45 0 0 0 14516 620
06:00 0 2 2 1 2 3
06:15 0 0 0 2 1 3
06:30 0 3 3 2 4 6
06:45 0 16 16 16613 719
07:00 1 2 3 2 1 3
07:15 0 3 3 1 2 3
07:30 0 1 1 0 2 2
07:45 3406 310 1449 513
08:00 2 2 4 1 1 2
08:15 1 1 2 1 2 3
08:30 3 3 6 0 1 1
08:45 410511 921 0226 28
09:00 5 6 11 0 4 4
09:15 1 2 3 1 4 5
09:30 1 4 5 0 1 1
09:45 18113 221 1209 111
10:00 3 5 8 0 1 1
10:15 3 1 4 0 0 0
10:30 0 4 4 0 0 0
10:45 17414 521 0 12 12
11:00 1 4 5 0 1 1
11:15 1 1 2 0 0 0
11:30 0 0 0 0 0 0
11:45 2449 613 0 12 12
TOTALS 34 59 93 39 115 154
SPLIT %36.6% 63.4%37.7%25.3% 74.7%62.3%
IN OUT
73 174
AM Peak Hour 08:15 08:45 08:30 18:15 14:45 12:00
AM Pk Volume 13 17 29 717 21
Pk Hr Factor 0.650 0.708 0.659 0.875 0.708 0.750
7 ‐ 9 Volume 14 17 0031 8250033
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:00 17:00 17:00
7 ‐ 9 Pk Volume 10 11 0 0 21 4 16 0 0 20
Pk Hr Factor 0.625 0.550 0.000 0.000 0.583 0.500 0.571 0.000 0.000 0.625
IN & OUT
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
8/8/2017
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
S Santa Anita Ave/South Dwy
21:30
21:45
22:00
Total
247
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
247
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Day:City:Arcadia
Date:Project #:CA17_5495_003
IN OUT
311 229
AM Period IN OUT IN OUT
00:00 0 0 0 8 6 14
00:15 0 0 066 12
00:30 0 0 025 7
00:45 0 0 0 8 24 5 22 13 46
01:00 0 0 036 9
01:15 0 0 075 12
01:30 0 0 035 8
01:45 0 0 0 2 15 3 19 5 34
02:00 0 0 0 5 5 10
02:15 0 0 0 4 4 8
02:30 0 0 0 5 4 9
02:45 1111 22 822417 1239
03:00 0 0 0 6 6 12
03:15 0 0 0 7 2 9
03:30 2 0 2 7 6 13
03:45 020 02 424418 842
04:00 0 0 0 2 4 6
04:15 0 0 0 6 2 8
04:30 0 0 0 5 5 10
04:45 0 0 0 7 20 8 19 15 39
05:00 0 0 0 4 6 10
05:15 0 0 0 7 5 12
05:30 0 0 0 5 8 13
05:45 220 22 1026928 1954
06:00 2 0 2 11 7 18
06:15 1 0 1 5 5 10
06:30 6 0 6 1 4 5
06:45 090 09 623319 942
07:00 4 0 4 7 1 8
07:15 3 1 4 1 2 3
07:30 4 2 6 5 4 9
07:45 1125 8 620 518310 828
08:00 2 1 3 5 2 7
08:15 2 2 4 5 4 9
08:30 4 2 6 3 4 7
08:45 9172 7 1124 114010 124
09:00 3 4 7 0 1 1
09:15 7 4 11 2 0 2
09:30 5 2 7 2 4 6
09:45 217010 227 0405 09
10:00 6 5 11 3 0 3
10:15 6 2 8 0 1 1
10:30 6 5 11 0 0 0
10:45 624315 939 1401 15
11:00 7 2 9 1 0 1
11:15 4 4 8 2 0 2
11:30 12 9 21 0 0 0
11:45 7 30 5 20 12 50 0 3 0 0 3
TOTALS 114 61 175 197 168 365
SPLIT %65.1% 34.9%32.4%54.0% 46.0%67.6%
IN OUT
311 229
AM Peak Hour 11:30 11:30 11:30 17:15 17:15 17:15
AM Pk Volume 33 26 59 33 29 62
Pk Hr Factor 0.688 0.722 0.702 0.750 0.806 0.816
7 ‐ 9 Volume 29 15 0044 46 47 0093
7 ‐ 9 Peak Hour 08:00 07:30 08:00 17:00 17:00 17:00
7 ‐ 9 Pk Volume 17 10 0 0 24 26 28 0 0 54
Pk Hr Factor 0.472 0.500 0.000 0.000 0.545 0.650 0.778 0.000 0.000 0.711
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
540
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Eastern Dwy/Las Tunas Dr‐W Live Oak Ave
21:30
21:45
22:00
Total
540
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
8/8/2017
14:45
15:00
DAILY TOTALS
PM Period
IN & OUT
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day:City:Arcadia
Date:Project #:CA17_5495_004
IN OUT
195 190
AM Period IN OUT IN OUT
00:00 0 0 0 2 6 8
00:15 0 0 059 14
00:30 0 1 103 3
00:45 0 0 1 0 1 4 11 2 20 6 31
01:00 0 0 047 11
01:15 1 1 214 5
01:30 0 0 082 10
01:45 0101 02 518417 935
02:00 0 0 0 3 4 7
02:15 0 0 0 5 6 11
02:30 0 0 0 0 1 1
02:45 0 0 0 3 11 0 11 3 22
03:00 0 0 0 6 2 8
03:15 0 0 0 3 2 5
03:30 0 0 0 4 4 8
03:45 0 0 0 1 14 2 10 3 24
04:00 0 0 0 3 7 10
04:15 0 0 0 2 4 6
04:30 0 0 0 3 1 4
04:45 0 0 0 4 12 2 14 6 26
05:00 0 0 0 5 2 7
05:15 1 0 1 3 4 7
05:30 0 0 0 2 6 8
05:45 120 12 414517 931
06:00 2 2 4 3 3 6
06:15 0 0 0 7 0 7
06:30 0 0 0 2 3 5
06:45 4635 711 31506 321
07:00 0 2 2 1 2 3
07:15 2 1 3 1 1 2
07:30 2 0 2 2 3 5
07:45 4847 815 1528 313
08:00 3 2 5 0 3 3
08:15 7 2 9 2 2 4
08:30 6 6 12 1 2 3
08:45 925111 1036 0329 212
09:00 4 11 15 3 1 4
09:15 4 3 7 0 3 3
09:30 6 2 8 0 1 1
09:45 216521 737 0305 08
10:00 8 6 14 0 1 1
10:15 2 3 5 0 0 0
10:30 3 3 6 0 0 0
10:45 417315 732 0 0 1 0 1
11:00 2 2 4 0 1 1
11:15 1 1 2 0 0 0
11:30 4 5 9 0 1 1
11:45 7141982300202
TOTALS 89 70 159 106 120 226
SPLIT %56.0% 44.0%41.3%46.9% 53.1%58.7%
IN OUT
195 190
AM Peak Hour 08:15 08:30 08:15 13:30 12:15 13:30
AM Pk Volume 26 21 46 21 21 37
Pk Hr Factor 0.722 0.477 0.767 0.656 0.583 0.841
7 ‐ 9 Volume 33 18 0051 26 31 0057
7 ‐ 9 Peak Hour 08:00 07:45 08:00 16:30 17:00 17:00
7 ‐ 9 Pk Volume 25 14 0 0 36 15 17 0 0 31
Pk Hr Factor 0.694 0.583 0.000 0.000 0.750 0.750 0.708 0.000 0.000 0.861
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
385
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Western Dwy/Las Tunas Dr
21:30
21:45
22:00
Total
385
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
8/8/2017
14:45
15:00
DAILY TOTALS
PM Period
IN & OUT
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00