2020.0003 YMS_Existing Traffic Conditions (SCJ Alliance)
MEMORANDUM
8730 Tallon Lane NE, Suite 200 Lacey , WA 985 16 Office 360.352.1465 Fax 360 .352.1509 scjalliance .com
TO: Kasey Wyatt, Project / Program Manager
FROM: George Smith, Senior Transportation Planner
DATE: May 31, 2019
PROJECT #: SCJ # 2218.03
SUBJECT: Yelm Middle School – Existing Traffic Conditions
Yelm Community Schools is planning to reconstruct the existing Yelm Middle School. The school is
located adjacent to Yelm Avenue between Edwards Street and Solberg Street. The school has a current
population of approximately 714 students of 6th through 8th grade. The normal school hours are 7:30 am
to 2:00 pm. The following summary of the baseline data is being provided to support the school
reconstruction design team in developing their site plan.
Data Collection
On April 16, 2019, traffic data was collected at Yelm Middle School to capture the existing parking,
queuing and traffic patterns during the AM drop-off (6:30 AM to 8:30 AM) and PM pick-up (1:00 PM to
3:00 PM). Traffic volume counts were collected during the AM school peak (6:30 AM to 8:30 AM), the
PM school peak (1:30 PM to 3:30 PM) and the adjacent street commute peak (3:30 PM to 5:30 PM).
Parking Occupancy
The total parking count throughout the entire campus was cataloged by area. The number of parked
vehicles was counted every five minutes during the morning and afternoon school peak periods. The
count included the bus loop and the district vehicle parking on the north part of the site, but these were
not included in the peak parking summary. The highest total parking passenger vehicle occupancy in the
morning occurred at 7:40 AM with 74 parked vehicles. The highest parking occupancy in the afternoon
occurred at 2:00 PM with 91 parked vehicles. Figure 1 and Figure 2 illustrate the observed parking on-
site during the interval with the highest overall passenger vehicle parking occupancy in the morning and
afternoon peak periods.
Figure 3 and Figure 4 show parking occupancy per five-minute time-slice indicating how the total
number of parked vehicles fluctuated over the 2-hour analysis periods.
Yelm Middle School
Existing Conditions Summary
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Solberg St NWMorning Peak Occupancy: 7:40 am
Figure 1
Existing Morning Peak
Parking Totals
Morning Peak Occupancy: 74 Vehicles
Legend
X Parked Vehicles
0
40
4
11
13
6
13
X Total Parking Stalls
43
6
40
39
48
50
Note: District vehicles and buses not
included in peak occupancy total
District
Vehicles
Buses
N
Yelm Middle School
Existing Conditions Summary
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Rice St SWC
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Solberg St NWLegend
X Peak Parking
AŌernoon Peak Occupancy: 2:00 pm
Figure 2
Existing Afternoon Peak
Parking Totals
35
3
25
25
3
AŌernoon Peak Occupancy: 91 Vehicles
X Total Parking Stalls
6
40
39
48
50
Note: District vehicles and buses not
included in peak occupancy total
12
15
43
District
Vehicles
Buses
N
May 31, 2019
Page 4 of 9
0
10
20
30
40
50
60
70
80
90
100
6:30 AM6:35 AM6:40 AM6:45 AM6:50 AM6:55 AM7:00 AM7:05 AM7:10 AM7:15 AM7:20 AM7:25 AM7:30 AM7:35 AM7:40 AM7:45 AM7:50 AM7:55 AM8:00 AM8:05 AM8:10 AM8:15 AM8:20 AM8:25 AM8:30 AM21
33
39
52 53
58 58 60 61 62 62 64
69 69
74 73 71 71 72 72 70 71 71 72 69
Figure 3. Occupied Stalls -AM Peak Period
0
10
20
30
40
50
60
70
80
90
100
1:00 PM1:05 PM1:10 PM1:15 PM1:20 PM1:25 PM1:30 PM1:35 PM1:40 PM1:45 PM1:50 PM1:55 PM2:00 PM2:05 PM2:10 PM2:15 PM2:20 PM2:25 PM2:30 PM2:35 PM2:40 PM2:45 PM2:50 PM2:55 PM3:00 PM70 69 69 68 68 67 66 67 65 65
73
81
91
76
63
53 53 52 49 47 44 41 39 39 42
Figure 4. Occupied Stalls -Afternoon Peak Period
May 31, 2019
Page 5 of 9
During the school day, between drop-off and pick-up times, there were approximately 70 cars that
remained parked on-site. This is generally considered to be the static “staff” parking level, although it
could include some long-term visitors. The influence of parent vehicle activity created a small spike in
total parked vehicles in the morning (74 vehicles) and a larger spike in the afternoon (91 vehicles).
In the morning a peak of eight buses were parked on-site at one time. In the afternoon a peak of 17
buses were observed parked on-site at one time.
Vehicle Queuing
During the parking sweeps, the parent pick-up/drop-off loop was monitored to identify queued vehicles.
In this study that is considered a passenger vehicle stopped on-site, not in a parking space, with the
driver and/or passengers remaining in the car. At YMS this primarily occurs along the pick-up/drop-off
loop. For this context, we did not count vehicles waiting to pull out onto Edwards Street or Yelm
Avenue.
During the count periods very little vehicle queueing was observed, with just a few instances of vehicles
dwelling along the entry to the pick-up/drop-off loop. In the morning peak as many as six vehicles were
queued along the entry aisle. No queuing was observed during the afternoon peak.
Driveway Traffic Volumes
We collected vehicle turning movement counts at each of the site driveways for the AM, afternoon and
PM peak periods. This captured the total volume of traffic entering and exiting the school during the
morning peak commute period (which generally coincides with the school peak), the afternoon peak
hour of the school and the PM commute peak period. The total traffic entering/exiting the school
during these periods and the specific peak hours are shown in Table 1.
Table 1. Yelm Middle School Peak Hour Traffic by Period
Inbound (%) Outbound (%) Total
AM Peak Hour 6:30 AM to 7:30 AM 230 (57%) 177 (43%) 407
Afternoon Peak Hour 1:45 PM to 2:45 PM 94 (45%) 114 (55%) 208
PM Peak Hour of Adjacent
Streets
3:45 PM to 4:45 PM 76 (44%) 95 (56%) 171
The total traffic volumes at the school driveway intersections, including through traffic on the public
street, are shown on Figure 5, Figure 6 and Figure 7 for the AM, afternoon and PM peak hours,
respectively.
Yelm Middle School
Existing Conditions Summary
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Rice St SWC
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Solberg St NWFigure 5
Existing 2019 AM Peak Hour
Traffic Volumes177
7
8
9
3
4
1
2
7
0
5
2
1
5
0
0 118660712310
1
1
1
4
0
4
0 1440371Peak Hour
6:30 - 7:30 AM
N
Yelm Middle School
Existing Conditions Summary
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Rice St SWC
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Solberg St NWFigure 6
Existing 2019 PM School
Peak Hour Traffic Volumes2216
0
7
4
5
7
4
4
1
8
3
1
9
0
0 37622416110
0
5
4
0
1
8 831801Peak Hour
1:45 - 2:45 PM
N
Yelm Middle School
Existing Conditions Summary
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Rice St SWC
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Solberg St NWFigure 7
Existing 2019 PM Street
Peak Hour Traffic Volumes0126
4
4
1
6
2
3
1
1
5
2
2
1
1
0
1 43627199220
0
4
6
0
2
5 8711071Peak Hour
3:45 - 4:45 PM
N
May 31, 2019
Page 9 of 9
Project Trip Generation
The total school traffic volumes shown in Table 1 were used to calculate the project trip generation rate
for the existing school on the day counted. The school has student population of 714 which was used as
the basis of calculating the trip generation rate per student. The trip rate calculations are shown below.
• AM Peak Hour = 407 trip ends/714 students = 0.57 trip ends per student
• Afternoon Peak Hour = 208 trip ends/714 students = 0.29 trip ends per student
• PM Peak Hour of Adjacent Street = 171 trip ends/714 students = 0.24 trip ends per student
The Institute of Transportation Engineers (ITE) 10th Edition Trip Generation Manual contains trip rates
for different types of schools including a category for “Middle School/Junior High School” (land use code
#522). Table 2 provides a comparison between the trip generation rates in the Trip Generation Manual
and rates calculated for the Yelm Middle School.
Table 2. Yelm Middle School Trip Generation Rate Comparison –
YMS Counts and ITE Land Use Code #522
Trip Generation Rate
per Student
Inbound % Outbound %
YMS
Counts
ITE YMS
Counts
ITE YMS
Counts
ITE
AM Peak Hour 0.57 0.58 57% 54% 43% 46%
Afternoon Peak Hour 0.29 0.35 45% 46% 55% 54%
PM Peak Hour of Adjacent
Street
0.24 0.17 44% 49% 56% 51%
The trip generation calculation for YMS aligns well with the rates provided in the Trip Generation
Manual and validates the applicability of the ITE rates for this project. For future analysis we
recommend using the ITE rates to estimate potential trip generation of the reconstruction project.
N:\Projects\2218 Yelm School District\2218.03 Yelm Middle School Traffic Analysis\Traffic\existing conditions summary\20190531 YMS existing conditions.docx
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:W Yelm Ave & Yelm Middle School Drwy Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval W Yelm Ave W Yelm Ave Yelm M.S. Drwy 0 Total
Ending at T L S R T L S R T L S R T L S R
6:45 A 6 8 57 0 13 0 178 2 1 1 0 0 0 0 0 0 246
7:00 A 7 6 85 0 19 0 210 3 1 0 0 2 0 0 0 0 306
7:15 A161076040 215 2 3 0 0 5 0 0 00 308
7:30 A 9 3 123 0 5 0 175 2 0 0 0 0 0 0 0 0 303
Peak Hour: 6:30 AM to 7:30 AM
Total 38 27 341 0 41 0 778 9 5 1 0 7 0 0 0 0 1163
Approach 368 787 8 0 1163
%HV 10.3% 5.2% 62.5% n/a 7.2%
PHF 0.73 0.91 0.40 n/a 0.95
W Yelm Ave
1153
368 785
1 Bike
0 0 341 27 0Ped Yelm M.S. Drwy
7
0 Ped 0 8
Bike 1 44
0 0 Bike
0 6:30 AM to 7:30 AM 3Ped 36
PEDs
Across:NS EW Ped 0 0 778 9 1232 1.0 PHF Peak Hour Volume
INT 01 0Bike 2 PHF %HV
INT 02 112 EB n/a n/a
INT 03 112 342 787 Check WB 0.40 62.5%
INT 04 112 In:1163 NB 0.91 5.2%
Total 00 3 36 1129 Out:1163 SB 0.73 10.3%
W Yelm Ave T Int.0.95 7.2%
Bicycles From: N S E W Conditions:
INT 01 0
INT 02 11
INT 03 11 2
INT 04 0
Total 12 0 0 3
Special Notes
SCJ19057MS_01a
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:W Yelm Ave & Yelm Middle School Drwy Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval W Yelm Ave W Yelm Ave Yelm M.S. Drwy 0 Total
Ending at T L S R T L S R T L S R T L S R
2:00 P 6 2 139 0 14 0 175 2 0 0 0 2 0 0 0 0 320
2:15 P 10 0 150 0 7 0 170 1 5 1 0 10 0 0 0 0 332
2:30 P 6 1 146 0 4 0 143 0 1 1 0 4 0 0 0 0 295
2:45 P 6 1 139 0 3 0 119 1 0 0 0 5 0 0 0 0 265
Peak Hour: 1:45 PM to 2:45 PM
Total 28 4 574 0 28 0 607 4 6 2 0 21 0 0 0 0 1212
Approach 578 611 23 0 1212
%HV 4.8% 4.6% n/a n/a 5.1%
PHF 0.96 0.86 0.52 n/a 0.91
W Yelm Ave
1206
578 628
3 Bike
0 0 574 4 0Ped Yelm M.S. Drwy
21
0 Ped 0 23
Bike 2 31
0 0 Bike
0 1:45 PM to 2:45 PM 18 Ped 8
PEDs
Across:NS EW Ped 0 0 607 4 1328 1.0 PHF Peak Hour Volume
INT 01 0Bike 1 PHF %HV
INT 02 10 2 12 EB n/a n/a
INT 03 66 576 611 Check WB 0.52 n/a
INT 04 257 In:1212 NB 0.86 4.6%
Total 0018725 1187 Out:1212 SB 0.96 4.8%
W Yelm Ave T Int.0.91 5.1%
Bicycles From: N S E W Conditions:
INT 01 0
INT 02 11 2
INT 03 0
INT 04 22
Total 31 0 0 4
Special Notes
Southbound traffic backed up past driveway
throughout the count period.
SCJ19057MS_01p1
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:W Yelm Ave & Yelm Middle School Drwy Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval W Yelm Ave W Yelm Ave Yelm M.S. Drwy 0 Total
Ending at T L S R T L S R T L S R T L S R
4:00 P 4 3 149 0 1 0 142 0 0 0 0 1 0 0 0 0 295
4:15 P 3 2 167 0 6 0 184 1 0 0 0 7 0 0 0 0 361
4:30 P 2 5 144 0 4 0 150 0 0 0 0 2 0 0 0 0 301
4:45 P 1 1 163 0 4 0 168 0 0 0 0 2 0 0 0 0 334
Peak Hour: 3:45 PM to 4:45 PM
Total 10 11 623 0 15 0 644 1 0 0 0 12 0 0 0 0 1291
Approach 634 645 12 0 1291
%HV 1.6% 2.3% n/a n/a 1.9%
PHF 0.97 0.87 0.43 n/a 0.89
W Yelm Ave
1290
634 656
0 Bike
0 0 623 11 0Ped Yelm M.S. Drwy
12
0 Ped 0 12
Bike 0 24
0 0 Bike
0 3:45 PM to 4:45 PM 7Ped 12
PEDs
Across:NS EW Ped 0 0 644 1 1444 1.0 PHF Peak Hour Volume
INT 01 0Bike 0 PHF %HV
INT 02 0 EB n/a n/a
INT 03 0 623 645 Check WB 0.43 n/a
INT 04 77 In:1291 NB 0.87 2.3%
Total 00 7 07 1268 Out:1291 SB 0.97 1.6%
W Yelm Ave T Int.0.89 1.9%
Bicycles From: N S E W Conditions:
INT 01 0
INT 02 0
INT 03 0
INT 04 0
Total 00 0 0 0
Special Notes
Southbound traffic backed up past driveway
throughout the count period.
SCJ19057MS_01p2
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:S Yelm Middle School Drwy/Jefferson Ave NW & Edwards St NW Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval S M.S Drwy Jefferson Ave NW Edwards St NW Edwards St NW Total
Ending atTL S RTL S R T L S R T L SR
6:45 A 0 0 0 0 0 0 0 0 0 0 7 15 1 7 3 0 32
7:00 A 2 2 0 0 0 1 1 0 1 0 15 28 0 12 5 0 64
7:15 A 5 5 0 0 1 0 2 0 2 0 28 40 3 26 7 0 108
7:30 A 5 8 0 0 0 1 2 0 0 0 16 35 2 26 8 1 97
Peak Hour: 6:30 AM to 7:30 AM
Total 12 15 0 0 1 2 5 0 3 0 66 118 6 71 23 1 301
Approach 15 7 184 95 301
%HV 80.0% 14.3% 1.6% 6.3% 7.3%
PHF 0.47 0.58 0.68 0.68 0.70
S M.S Drwy
209
15 194
0 Bike
Edwards St NW 0015 3Ped Edwards St NW
118
68 Ped 0 66 184
Bike 0 0 222
163 71 2 Bike
95 23 6:30 AM to 7:30 AM 0Ped 38
1
PEDs
Across:NS EW Ped 1 25 0 432 1.0 PHF Peak Hour Volume
INT 01 11Bike0 PHF %HV
INT 02 0 EB 0.68 6.3%
INT 03 0 17Check WB 0.68 1.6%
INT 04 21 3 In:301 NB 0.58 14.3%
Total 31 0 04 8Out:301 SB 0.47 80.0%
Jefferson Ave NW T Int.0.70 7.3%
Bicycles From: N S E W N U's S U's E U's W U's
INT 01 01
INT 02 110
INT 03 110
INT 04 00
Total 00 2 0 2 1
Special Notes
SCJ19057MS_02a
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:S Yelm Middle School Drwy/Jefferson Ave NW & Edwards St NW Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval S M.S Drwy Jefferson Ave NW Edwards St NW Edwards St NW Total
Ending atTL S RTL S R T L S R T L SR
2:00 P 0 0 0 0 7 0 8 0 0 1 17 14 2 17 14 0 71
2:15 P 13 15 0 0 0 1 0 0 1 0 19 12 8 18 14 1 80
2:30 P 0 1 0 0 0 1 0 1 0 1 15 7 1 5 20 0 51
2:45 P 0 3 0 0 0 1 0 0 0 0 11 4 0 1 13 0 33
Peak Hour: 1:45 PM to 2:45 PM
Total 13 19 0 0 7 3 8 1 1 2 62 37 11 41 61 1 235
Approach 19 12 101 103 235
%HV 68.4% 58.3% 1.0% 10.7% 13.6%
PHF 0.32 0.38 0.79 0.78 0.73
S M.S Drwy
105
19 86
0 Bike
Edwards St NW 0019 6Ped Edwards St NW
37
65 Ped 0 62 101
Bike 1 2 182
168 41 1 Bike
103 61 1:45 PM to 2:45 PM 4Ped 81
1
PEDs
Across:NS EW Ped 8 38 1 320 1.0 PHF Peak Hour Volume
INT 01 21 3Bike0 PHF %HV
INT 02 32 1 6 EB 0.78 10.7%
INT 03 32 2 7 312Check WB 0.79 1.0%
INT 04 22 In:235 NB 0.38 58.3%
Total 68 4 018 15 Out:235 SB 0.32 68.4%
Jefferson Ave NW T Int.0.73 13.6%
Bicycles From: N S E W N U's S U's E U's W U's
INT 01 00
INT 02 1120
INT 03 00
INT 04 01
Total 00 1 1 2 1
Special Notes
SCJ19057MS_02p1
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:S Yelm Middle School Drwy/Jefferson Ave NW & Edwards St NW Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval S M.S Drwy Jefferson Ave NW Edwards St NW Edwards St NW Total
Ending atTL S RTL S R T L S R T L SR
4:00 P 0 0 0 0 0 0 0 1 0 0 11 12 1 9 22 0 55
4:15 P 0 6 0 0 0 0 2 3 2 5 22 24 2 6 18 0 86
4:30 P 0 4 0 1 0 0 0 0 0 1 12 5 0 2 23 1 49
4:45 P 0 1 0 0 0 2 0 1 0 1 17 2 1 2 29 1 56
Peak Hour: 3:45 PM to 4:45 PM
Total 0 11 0 1 0 2 2 5 2 7 62 43 4 19 92 2 246
Approach 12 9 112 113 246
%HV 0.0% 0.0% 1.8% 3.5% 2.4%
PHF 0.50 0.45 0.55 0.88 0.72
S M.S Drwy
76
12 64
0 Bike
Edwards St NW 1011 10 Ped Edwards St NW
43
65 Ped 0 62 112
Bike 1 7 220
178 19 0 Bike
113 92 3:45 PM to 4:45 PM 1Ped 108
2
PEDs
Across:NS EW Ped 2 22 5 344 1.0 PHF Peak Hour Volume
INT 01 213Bike1 PHF %HV
INT 02 22 EB 0.88 3.5%
INT 03 3399Check WB 0.55 1.8%
INT 04 32 5 In:246 NB 0.45 0.0%
Total 10 2 1 0 13 18 Out:246 SB 0.50 0.0%
Jefferson Ave NW T Int.0.72 2.4%
Bicycles From: N S E W N U's S U's E U's W U's
INT 01 01
INT 02 01
INT 03 1120
INT 04 00
Total 01 0 1 2 2
Special Notes
000
SCJ19057MS_02p2
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N Yelm Middle School Drwy/Van Trump Ave & Edwards St NW Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval N M.S. Drwy Van Trump Ave Edwards St NW Edwards St NW Total
Ending at T L S R T L S R T L S R T L S R
6:45 A 0 2 0 0 0 0 0 0 0 0 22 0 0 0 3 0 27
7:00 A 0 22 0 8 0 0 0 0 1 0 35 0 2 0 7 0 72
7:15 A 1 42 0 20 0 1 0 0 2 0 48 0 8 0 11 1 123
7:30 A 0 48 0 12 0 0 0 0 0 0 39 0 8 0 16 0 115
Peak Hour: 6:30 AM to 7:30 AM
Total 1 114 0 40 0 1 0 0 3 0 144 0 18 0 37 1 337
Approach 154 1 144 38 337
%HV 0.6% 0.0% 2.1% 47.4% 6.5%
PHF 0.62 0.25 0.75 0.59 0.68
N M.S. Drwy
154
154 0
0 Bike
Edwards St NW 40 0 114 3Ped Edwards St NW
0
185 Ped 0 144 144
Bike 0 0 295
223 0 3 Bike
38 37 6:30 AM to 7:30 AM 1Ped 151
1
PEDs
Across:NS EW Ped 0 10 0 492 1.0 PHF Peak Hour Volume
INT 01 11Bike0 PHF %HV
INT 02 11 EB 0.59 47.4%
INT 03 1111Check WB 0.75 2.1%
INT 04 11 In:337 NB 0.25 0.0%
Total 30104 2Out:337 SB 0.62 0.6%
Van Trump Ave T Int.0.68 6.5%
Bicycles From: N S E W Conditions:
INT 01 0
INT 02 11
INT 03 22
INT 04 0
Total 00 3 0 3
Special Notes
SCJ19057MS_03a
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N Yelm Middle School Drwy/Van Trump Ave & Edwards St NW Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval N M.S. Drwy Van Trump Ave Edwards St NW Edwards St NW Total
Ending at T L S R T L S R T L S R T L S R
2:00 P 0 2 0 3 0 0 0 0 0 0 29 0 1 0 13 1 48
2:15 P 0 37 0 10 0 0 0 0 1 0 21 0 13 0 29 0 97
2:30 P 0 9 0 3 0 0 0 0 0 1 20 1 0 0 22 0 56
2:45 P 0 6 0 2 0 0 0 0 0 0 13 0 0 0 16 0 37
Peak Hour: 1:45 PM to 2:45 PM
Total 0 54 0 18 0 0 0 0 1 1 83 1 14 0 80 1 238
Approach 72 0 85 81 238
%HV 0.0% n/a 1.2% 17.3% 6.3%
PHF 0.38 n/a 0.73 0.70 0.61
N M.S. Drwy
73
72 1
2 Bike
Edwards St NW 18 0 54 8Ped Edwards St NW
1
101 Ped 0 83 85
Bike 1 1 219
182 0 1 Bike
81 80 1:45 PM to 2:45 PM 3Ped 134
1
PEDs
Across:NS EW Ped 6 00 0 468 1.0 PHF Peak Hour Volume
INT 01 0Bike 0 PHF %HV
INT 02 54 1 10 EB 0.70 17.3%
INT 03 22 4 20Check WB 0.73 1.2%
INT 04 123 In:238 NB n/a n/a
Total 863017 2Out:238 SB 0.38 0.0%
Van Trump Ave T Int.0.61 6.3%
Bicycles From: N S E W N U's S U's E U's W U's
INT 01 00
INT 02 1113 1
INT 03 110
INT 04 00
Total 20 1 1 4 1
Special Notes
SCJ19057MS_03p1
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N Yelm Middle School Drwy/Van Trump Ave & Edwards St NW Date of Count:Tues 4/16/2019
Location:Yelm, Washington Checked By:Jess
Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval
Interval N M.S. Drwy Van Trump Ave Edwards St NW Edwards St NW Total
Ending at T L S R T L S R T L S R T L S R
4:00 P 0 3 0 1 0 0 0 0 0 0 22 0 1 0 22 1 49
4:15 P 0 38 0 18 0 0 0 0 2 0 33 1 2 0 27 0 117
4:30 P 0 5 0 5 0 0 0 0 1 1 13 1 0 0 27 0 52
4:45 P 0 0 0 1 0 0 0 0 0 0 19 2 0 0 31 0 53
Peak Hour: 3:45 PM to 4:45 PM
Total 0 46 0 25 0 0 0 0 3 1 87 4 3 0 107 1 271
Approach 71 0 92 108 271
%HV 0.0% n/a 3.3% 2.8% 2.2%
PHF 0.32 n/a 0.68 0.87 0.58
N M.S. Drwy
75
71 4
0 Bike
Edwards St NW 25 0 46 9Ped Edwards St NW
4
112 Ped 0 87 92
Bike 0 1 245
220 0 2 Bike
108 107 3:45 PM to 4:45 PM 5Ped 153
1
PEDs
Across:NS EW Ped 5 00 0 468 1.0 PHF Peak Hour Volume
INT 01 21 1 4Bike0 PHF %HV
INT 02 11 EB 0.87 2.8%
INT 03 4420Check WB 0.68 3.3%
INT 04 24 4 10 In:271 NB n/a n/a
Total 955019 2Out:271 SB 0.32 0.0%
Van Trump Ave T Int.0.58 2.2%
Bicycles From: N S E W
INT 01 0
INT 02 0
INT 03 22
INT 04 0
Total 00 2 0 2
Special Notes
SCJ19057MS_03p2