170327_Traffic Impact Analysis.pdf
City of Edmonds
Traffic Impact AnalysisWorksheet
Name of Proposed Project:
Owner/ApplicantApplicant Contact Person:
NameName
Street/Mailing Address Street/Mailing Address
City State Zip City State Zip
Telephone: Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name Contact Name
Telephone:E-mail:
THRESHOLD LEVELS OF ANALYSIS
Project Traffic Levels Sections to Complete
I.Less than 25 peak-hour trips generated1 and 7 only (Worksheet/Checklist)
II.More than 25 peak-hour trips generatedAll sections
PROJECT DESCRIPTION
1.
a.Location - Street address:
(Attach a vicinity map and site plan.)
b.Specify existing land use:
c.Specify proposed type and size of development:
(# of residential units and/or square footage of building)
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d.Date construction will begin and be completed:
e.Define proposed access locations:
f.Define proposed sight distance at site egress locations:
TRIP GENERATION
2.
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak-hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a.Existing Site Trip Generation Table:
PM Peak-Hour Trips
Land Use Daily (ADT)
INOUT
b.Proposed Project Trip Generation Table:
PM Peak-Hour Trips
Land Use Daily (ADT)
INOUT
c.Net New Project Trip Generation Table:
PM Peak-Hour Trips
Land Use Daily (ADT)
INOUT
d.State assumptions and methodology for internal, link-diverted or passby trips:
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TRIP DISTRIBUTION
3.
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peak-hour trips, the City Engineer reserves the right to require
1
trip distribution to be determined through use of the City traffic model.
SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
4.
a.Have sight distance requirements at egress location been met per AASHTO requirements?
b.Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the City of Edmonds Traffic Engineer
Existing Conditions LOSDelays
Year of Opening LOSDelays
Five Years Beyond Change of
LOSDelays
Land Use
c.Describe channelization warrants:
(Attach striping plan.)
d.Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50 % 95 %
Existing Conditions
Year of Opening
Five Years Beyond Change of
Land Use
e.If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants):
2
f.Summarize local accident history (only required for access to principal and minor arterials):
1
Available upon request at City of Edmonds Development Services Department
2
Available upon request at City of Edmonds Police Department
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TRAFFIC VOLUMES
5.
1
Provide the following and other planned development traffic within the city.
a.Describe existing ADT and peak-hour counts (less than two years old), including turning
movements, on street adjacent to and directly impacted by the project.
b.Describe the estimated ADT and peak-hour counts, including turning movements, the year the
project is fully open (with and without project traffic).
c.Describe the estimated ADT and peak-hour counts, including turning movements, five years
after the project has been fully open (with and without project traffic).
d.State annual background traffic growth factor and source:
LEVEL OF SERVICE (LOS) ANALYSIS
6.
a.Summarize Level of Service Analysis below and attach supporting LOS analysis documentation.
Provide the following documentation for each arterial street or arterial intersection impacted by
1
ten or more peak-hour trips. Other City-planned developments must also be factored into the
LOS calculations.
LOSLOS
Existing Conditions ExistingDelays
Year of Opening With ProjectWithout Project
Five Years Beyond Change of
With ProjectWithout Project
Land Use
b.Note any assumptions/variations to standard analysis default values and justifications:
1
A list of planned developments are available at the City upon request for public records
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MITIGATION RECOMMENDATIONS
7.
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
Units in
Per Unit square feet,
ITE Land Use Category Fee
Fee Rate # of dwelling,
vfp, etc.
=
$
X
New Use $
=
$
X
Prior Use $
$
1
-=
New Use Fee: $Prior Use Fee:$
NEW DEVELOPMENT
Units in
Per Unit square feet,
ITE Land Use Category Fee
Fee Rate # of dwelling,
vfp, etc.
=
$
X
New Use
$
OTHER
$
MITIGATION FEE RECOMMENDATION:
INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee)$
TOTAL TRAFFIC IMPACT FEE $
City of Edmonds, Engineering Division Approval Date
1
No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
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March 2, 2017
To: Robert McChesney, Executive Director for Port of Edmonds
From: Jake Pi and Jeff Hee, TSI
Subject: Port of Edmonds Marine Retail
Trip Generation
This technical analysis supports the City of Edmonds Traffic Impact Analysis Worksheet for the proposed Port
of Edmonds Marine Retail site located off Admiral Way across from Anthony’s HomePort restaurant in
Edmonds, Washington.
The proposal is located on a portion of parcel 2703200415800 and is currently used as a parking lot. The site is
about 0.49 acres in size and includes a 6,650-square foot retail sales building, space for boat repair, detailing
and sales. This proposal is similar in its business model to the Edmonds Jacobsen’s Marine business, also
located off Admiral Way, and is about half the size of Jacobsen’s Marine. A vicinity map is attached for
reference.
Technical Summary
Port of Edmonds Marine Retail is proposed off Admiral Way and includes a 6,650-square foot retail
sales building, space for boat repair, detailing and sales.
The development is forecast to generate 55 weekday daily trips and 6 PM peak hour trips.
The development’s impact fee is estimated at $15,258.06
Trip Generation
For this study trip generation was collected at the former Jacobsen’s Marine and at Performance Marine
businesses on Wednesday and Thursday, February 12-13, 2014. Data collection included monitoring pedestrian
activity at the sales main entrance, reducing the pedestrian data to vehicle trips, and noting any additional
vehicle trips observed accesses the boat repair and sales areas. Data was collected between 8:00 AM and 6:00
PM.
The former Jacobsen’s Marine was located in West Seattle and included a 7,200-square foot retail sales office
and a 2,400-square foot detached garage (for service, detailing and repair). The site was served primarily via
on-street parking on Harbor Ave SW. Exhibit A identifies the main entrance and gated area off-street area
where the boat repair occurred. Weekday business hours were from 8:30 AM to 5:00 PM.
Performance Marine is located at 930 W Marine View Drive, in Everett, Washington. The existing business was
identified as being most similar in operations to Jacobsen’s Marine. Performance Marine is located in a 37,888-
square foot building and the main business area is estimated at about 12,000 square feet. Boat repair,
detailing and sales areas are located to the rear of the main building. Exhibit B provides an aerial of the Everett
site. Weekday business hours are from 8:30 AM to 5:00 PM.
Table 1 summarizes the data collected at each site. A copy of the data collected in fifteen minute increments is
attached. A copy of the February 19, 2014 Jacobsen’s Marine Edmonds Traffic Impact Analysis is also attached.
Robert McChesney
Port of Edmonds Marine Retail; Trip Generation
March 2, 2017
Page 2 of 2
Table 1: Trip Generation Study (February 2014)
Time Interval Jacobsen’s Marine (West Seattle) Performance Marine (Everett)
Trips-In Trips-Out Total Trips-In Trips-Out Total
8-9 AM7 2 9 52 7
9-10 AM4 4 8 78 15
Feb. 13, 2014
10-11 AM4 2 6 55 10
11-noon3 4 7 67 13
12-1 PM7 5 12 31 4
1-2 PM8 4 12 46 10
Wednesday,
2-3 PM6 5 11 55 10
3-4 PM0 2 2 34 7
4-5 PM7 5 12 12 3
5-6 PM055044
Other Hours 1 2 10 12 72 9
Total 48 48 96 41 4182
8-9 AM6 1 7 64 10
9-10 AM7 3 10 63 9
rsday, Feb. 13, 2014
10-11 AM2 5 7 33 6
11-noon4 3 7 43 7
12-1 PM5 4 9 55 10
1-2 PM4 5 9 34 7
2-3 PM1 3 4 63 9
3-4 PM5 5 10 46 10
Thu
4-5 PM3 5 8 12 3
5-6 PM0 2 2 13 4
Other Hours 1 2 3 5 25 7
Total 39 39 78 41 4182
1.Estimate of trips outside of business hours (such as cleaners and staff who arrive and depart before and after closing)
The former Jacobsen’s Marine generated 12 average weekday PM peak hour trips, and 87 average daily trips.
Performance Marine generated 6 average weekday PM peak hour trips, and 87 average daily trips.
Table 2 includes the weekday daily and PM peak hour trip generation forecast for the proposed development
as derived from the results of the trip generation study.
Table 2: Jacobsen’s Marine (Edmonds) Trip Generation
Site Size Weekday Daily Trips (ADT) PM Peak Hour Trips
(sq. ft.) Feb. 13 Feb. 14 Trip Rate Feb. 13 Feb. 14 Trip Rate
Jacobsen’s Marine(West Seattle) 9,60096 78 9.06 16 8 1.25
Performance Marine (Everett) 12,000 92 82 7.25 6 5 0.46
Average 8.16 0.86
Marine Retail(Edmonds) 6,650Trips: 55 Trips:6
1.Expressed as Trips per 1,000 sq. ft.
The proposed Port of Edmond’s Marine Retail site is forecast to generate 55 weekday daily trips and 6 PM peak
hour trips, split 45% in and 55% out.
Traffic Impact Fee
Based on the current Impact Fee Schedule the fee rate per trip in the City of Edmonds is $2,543.01. The fee
estimate for the proposal is $15,258.06 (6 new PM peak hour trips X $2,543.01 per new trip). As the applicant,
you will be responsible for the impact fee payment, $240 administrative fee, and the cost of any required
consultant time to review this study.
February 19, 2014
To: Greg Jacobsen, Jacobsen Marine
CƩƚƒʹ WĻň IĻĻͲ ƩğƓƭƦƚƩƷğƼƚƓ {ƚƌǒƼƚƓƭͲ LƓĭ͵
Subject:
Traffic Impact Analysis
This technical analysis supports the City of Edmonds Traffic Impact Analysis Worksheet for
Marine, a boat sales and service business, proposed at 345 Admiral Way, Edmonds, Washington. This
document specifically supports an independent traffic impact fee study as request by Edmonds staff.
Jis proposed at the Port of Edmonds. The site which is about an acre in size area
źƓĭƌǒķĻƭ ğ ЊЉͲЉЉЉ ƭƨ͵ ũ͵ ƭğƌĻƭ ĬǒźƌķźƓŭ ğƓķ ƭƦğĭĻ ŅƚƩ ĬƚğƷ ƩĻƦğźƩ ğƓķ ƭğƌĻƭ͵ A vicinity map and a site plan
ğƩĻ ğdžğĭŷĻķ͵
Ave SW, and is proposing to
relocate Edmonds. The current business model shows limited customer traffic during the PM peak hour.
Edmonds staff, in an email sent on Monday, December 23, 2013, indicated that an independent fee
ĭğƌĭǒƌğƼƚƓ Ǟƚǒƌķ ĬĻ ƩĻƨǒźƩĻķ ŅƚƩ ƷŷĻ ƦƩƚƦƚƭğƌ ƭźƓĭĻ ƷŷĻƩĻ źƭ Ɠƚ ƭźƒźƌğƩ ƌğƓķ ǒƭĻ ĭğƷĻŭƚƩǤ Ʒƚ ğķķƩĻƭƭ ƷŷĻ
ŷĻ ŅƚƌƌƚǞźƓŭ źƓĭƌǒķĻƭ ğ ƩĻǝźĻǞ ƚŅ ƷŷĻ ƷƩźƦ ŭĻƓĻƩğƼƚƓ ğƓķ ƷŷĻ źƓķĻƦĻƓķĻƓƷ ƷƩğŕĭ źƒƦğĭƷ ŅĻĻ ğƓğƌǤƭźƭ ŅƚƩ
thĻ ƦƩƚƦƚƭĻķ ķĻǝĻƌƚƦƒĻƓƷ͵ ŷĻ ƭĭƚƦĻ ŅƚƩ ƷŷĻ ķğƷğ ĭƚƌƌĻĭƼƚƓ Ǟğƭ ƩĻǝźĻǞĻķ ǞźƷŷ 9ķƒƚƓķƭ ƭƷğň͵
9ǣĻĭǒƼǝĻ {ǒƒƒğƩǤ
Jacobsenƭ ağƩźƓĻ źƭ ƦƩƚƦƚƭĻķ ğƷ ƷŷĻ tƚƩƷ ƚŅ 9ķƒƚƓķƭ Ʒƚ źƓĭƌǒķĻ ğ ЊЉͲЉЉЉ ƭƨ͵ ũ͵ ƭğƌĻƭ ĬǒźƌķźƓŭ͵
City staff requested an independent fee study for the proposed use.
ƩźƦ ŭĻƓĻƩğƼƚƓ Ǟğƭ ĭƚƌƌĻĭƷĻķ ƚǝĻƩ ƷǞƚ ķğǤƭ Ļğĭŷ ğƷ ƷŷĻ ĻǣźƭƼƓŭ WğĭƚĬƭĻƓs Marine, in West
{ĻğdžƌĻͲ ğƓķ ğƷ tĻƩŅƚƩƒğƓĭĻ ağƩźƓĻͲ źƓ 9ǝĻƩĻdž͵
The development is forecast to generate 82 weekday daily trips and 9 PM peak hour trips.
The developmentƭ źƒƦğĭƷ ŅĻĻ źƭ ĻƭƼƒğƷĻķ ğƷ υВͲЍЍЍ͵ЎВ͵
ƩźƦ DĻƓĻƩğƼƚƓ
Marine businesses on Wednesday and Thursday, February 12-13, 2014. 5ğƷğ ĭƚƌƌĻĭƼƚƓ źƓĭƌǒķĻķ
ƒƚƓźƷƚƩźƓŭ ƦĻķĻƭƷƩźğƓ ğĭƼǝźƷǤ ğƷ ƷŷĻ ƭğƌĻƭ ƒğźƓ ĻƓƷƩğƓĭĻͲ ƩĻķǒĭźƓŭ ƷŷĻ ƦĻķĻƭƷƩźğƓ ķğƷğ Ʒƚ ǝĻŷźĭƌĻ ƷƩźƦƭͲ
ğƓķ ƓƚƼƓŭ ğƓǤ ğķķźƼƚƓğƌ ǝĻŷźĭƌĻ ƷƩźƦƭ ƚĬƭĻƩǝĻķ ğĭĭĻƭƭĻƭ ƷŷĻ ĬƚğƷ ƩĻƦğźƩ ğƓķ ƭğƌĻƭ ğƩĻğƭ͵ 5ğƷğ Ǟğƭ
collected between 8:00 AM and 6:00 PM.
Greg Jacobsen
February 19, 2014
Page 2 of 3
ŷĻ ĻǣźƭƼƓŭ ğƓķ źƓĭƌǒķĻƭ ğ АͲЋЉЉ ƭƨ͵ ũ͵ ƭğƌĻƭ ƚŕĭĻ ğƓķ ğ
ЋͲЍЉЉ ƭƨ͵ ũ͵ ķĻƷğĭŷĻķ ŭğƩğŭĻ ΛŅƚƩ ƭĻƩǝźĭĻ ğƓķ ƩĻƦğźƩΜ͵ ŷĻƩĻ źƭ ǝĻƩǤ ƌźƒźƷĻķ on-site parking with much of
the on-site area is dedicated to boat repair and some sales. The site is served primarily via on-street
ƦğƩƉźƓŭ ƚƓ IğƩĬƚƩ !ǝĻ {͵ 9ǣŷźĬźƷ ! źķĻƓƼŋĻƭ ƷŷĻ ƒğźƓ ĻƓƷƩğƓĭĻ ğƓķ ŭğƷĻķ ğƩĻğ ƚňΏƭƷƩĻĻƷ ğƩĻğ ǞŷĻƩĻ
the boat repair occurs. Weekday business hours are from 8:30 AM to 5:00 PM.
tĻƩŅƚƩƒğƓĭĻ ağƩźƓĻ źƭ ƌƚĭğƷĻķ ğƷ ВЌЉ ağƩźƓĻ źĻǞ 5ƩźǝĻͲ źƓ 9ǝĻƩĻdžͲ ğƭŷźƓŭƷƚƓ͵ ŷźƭ ĻǣźƭƼƓŭ
ĬǒƭźƓĻƭƭ Ǟğƭ źķĻƓƼŋĻķ ğƭ ĬĻźƓŭ ƒƚƭƷ ƭźƒźƌğƩ źƓ ƚƦĻƩğƼƚƓƭ Ʒƚ
źƭ ƌƚĭğƷĻķ źƓ ğ ЌАͲБББ ƭƨ͵ ũ͵ ĬǒźƌķźƓŭ ğƓķ ƷŷĻ ƒğźƓ ĬǒƭźƓĻƭƭ ğƩĻğ źƭ ĻƭƼƒğƷĻķ ğƷ ğĬƚǒƷ ЊЋͲЉЉЉ ƭƨ͵ ũ͵
Boat repair and sales areas are located to the rear of the main building. Exhibit B provides an aerial of
ƷŷĻ 9ǝĻƩĻdž ƭźƷĻ͵ ĻĻƉķğǤ ĬǒƭźƓĻƭƭ ŷƚǒƩƭ ğƩĻ ŅƩƚƒ БʹЌЉ !a Ʒƚ ЎʹЉЉ ta͵
Table 1 summarizes the data collected at each site. ! ĭƚƦǤ ƚŅ ƷŷĻ ķğƷğ ĭƚƌƌĻĭƷĻķ źƓ ŋũĻĻƓ ƒźƓǒƷĻ
źƓĭƩĻƒĻƓƷƭ źƭ ğdžğĭŷĻķ͵
ğĬƌĻ Њʹ ƩźƦ DĻƓĻƩğƼƚƓ Study
Performance Marine
Time Interval
Inbound Outbound Total Inbound Outbound Total
8-9 AM7 2 9 5 2 7
9-10 AM4 4 8 7 8 15
Feb. 13, 2014
10-11 AM4 2 6 5 5 10
11-noon3 4 7 6 7 13
12-1 PM7 5 12 3 1 4
1-2 PM8 4 12 4 6 10
Wednesday,
2-3 PM6 5 11 5 5 10
3-4 PM0 2 2 3 4 7
4-5 PM7 5 12 1 2 3
5-6 PM0 5 5 0 4 4
Other Hours 1 2 10 12 7 2 9
Total 48 48 96 41 41 82
8-9 AM6 1 7 6 4 10
9-10 AM7 3 10 6 3 9
Feb. 13, 2014
10-11 AM2 5 7 3 3 6
11-noon4 3 7 4 3 7
12-1 PM5 4 9 5 5 10
1-2 PM4 5 9 3 4 7
y,
2-3 PM1 3 4 6 3 9
Thursda
3-4 PM5 5 10 4 6 10
4-5 PM3 5 8 1 2 3
5-6 PM0 2 2 1 3 4
Other Hours 1 2 3 5 2 5 7
Total 39 39 78 41 41 82
1.9ƭƼƒğƷĻ ƚŅ ƷƩźƦƭ ƚǒƷƭźķĻ ƚŅ ĬǒƭźƓĻƭƭ ŷƚǒƩƭ Λƭǒĭŷ ğƭ ĭƌĻğƓĻƩƭ ğƓķ ƭƷğň Ǟŷƚ ğƩƩźǝĻ ğƓķ ķĻƦğƩƷ ĬĻŅƚƩĻ ğƓķ ğũĻƩ ĭƌƚƭźƓŭΜ
out) and 8 PM peak hour trips on Thursday (split 3 in and 5 out). The Wednesday PM peak hour was
between 4:15 and 5:15 PM and the Thursday PM peak hour was between 4:00 and 5:00 PM.
Greg Jacobsen
February 19, 2014
Page 3 of 3
The Performance Marine site generated 6 PM peak hour trips on Wednesday (split 0 in and 6 out) and 5
PM peak hour trips on Thursday (split 1 in and 4 out). The PM peak hour for this site was between was
between 4:15 and 5:15 PM and the Thursday PM peak hour was between 4:45 and 5:45 PM.
ğĬƌĻ Ћ źƓĭƌǒķĻƭ ƷŷĻ ǞĻĻƉķğǤ ķğźƌǤ ğƓķ ta ƦĻğƉ ŷƚǒƩ ƷƩźƦ ŭĻƓĻƩğƼƚƓ ŅƚƩĻĭğst for the proposed
ķĻǝĻƌƚƦƒĻƓƷ ğƭ ķĻƩźǝĻķ ŅƩƚƒ ƷŷĻ ƩĻƭǒƌƷƭ ƚŅ ƷŷĻ ƷƩźƦ ŭĻƓĻƩğƼƚƓ ƭƷǒķǤ͵
Table 2: Jacobsens Marine (Edmonds) ƩźƦ DĻƓĻƩğƼƚƓ
Weekday Daily Trips (ADT) PM Peak Hour Trips
Size
Site
Trips per Trips per
Λƭƨ͵ ũ͵Μ
44
Feb. 13 Feb. 1 Feb. 13 Feb. 1
1,0001,000
ƭƨ͵ ũ͵ ƭƨ͵ ũ͵
Jacobsens Marine
9,600 96 78 9.06 16 8 1.25
ΛĻƭƷ {ĻğdžƌĻ)
Performance Marine
12,000 92 82 7.25 6 5 0.46
(9ǝĻƩĻdž)
Average 8.16 0.86
Proposed Jacobsens
829
10,000 Trips: Trips:
Marine (Edmonds)
The proposed Jacobsens Marine site is forecast to generate 82 weekday daily trips and 9 PM peak hour
trips, split 45% in and 55% out.
Traffic Impact Fee
Based on the current Impact Fee Schedule the fee rate per trip in the City of Edmonds is $1,049.41. The
ŅĻĻ ĻƭƼƒğƷĻ ŅƚƩ ƷŷĻ ƦƩƚƦƚƭğƌ źƭ υВͲЍЍЍ͵ЎВ ΛВ ƓĻǞ ta ƦĻğƉ ŷƚǒƩ ƷƩźƦƭ υЊͲЉЍВ͵ЍЊ ƦĻƩ ƓĻǞ ƷƩźƦΜ͵ !ƭ ƷŷĻ
applicant, you will be responsible for the impact fee payment, $200 processing fee, and the cost of any
ƩĻƨǒźƩĻķ ĭƚƓƭǒƌƷğƓƷ ƼƒĻ Ʒƚ ƩĻǝźĻǞ Ʒŷźƭ ƭƷǒķǤ͵
Thank you and sincerely,
ƩğƓƭƦƚƩƷğƼƚƓ {ƚƌǒƼƚƓƭͲ LƓĭ͵
Jeffrey P. K. Hee, P.E.
Project Engineer
PerformanceMarine
2/12/20142/13/2014
CountDate:CountDate:
TimeInOutTimeInOutTimeInOutTimeInOut
12:00AM12:00PM112:00AM12:00PM23
12:15AM12:15PM12:15AM12:15PM11
12:30AM12:30PM1112:30AM12:30PM11
12:45AM12:45PM112:45AM12:45PM1
1:00AM1:00PM121:00AM1:00PM22
1:15AM1:15PM1:15AM1:15PM
1:30AM1:30PM121:30AM1:30PM1
1:45AM1:45PM221:45AM1:45PM11
2:00AM2:00PM112:00AM2:00PM21
2:15AM2:15PM122:15AM2:15PM1
2:30AM2:30PM222:30AM2:30PM12
2:45AM2:45PM12:45AM2:45PM2
3:00AM3:00PM13:00AM3:00PM23
3:15AM3:15PM113:15AM3:15PM11
3:30AM3:30PM223:30AM3:30PM12
3:45AM3:45PM3:45AM3:45PM
4:00AM4:00PM4:00AM4:00PM11
4:15AM4:15PM4:15AM4:15PM
4:30AM4:30PM14:30AM4:30PM
4:45AM4:45PM24:45AM4:45PM1
5:00AM5:00PM15:00AM5:00PM11
5:15AM5:15PM5:15AM5:15PM
5:30AM5:30PM35:30AM5:30PM2
5:45AM5:45PM5:45AM5:45PM
6:00AM6:00PM6:00AM6:00PM
6:15AM6:15PM6:15AM6:15PM
6:30AM6:30PM6:30AM6:30PM
6:45AM6:45PM6:45AM6:45PM
7:00AM7:00PM7:00AM7:00PM
7:15AM7:15PM7:15AM7:15PM
7:30AM7:30PM7:30AM7:30PM
7:45AM7:45PM7:45AM7:45PM
AM18:00PM
8:00AM8:00PM8:00
8:15AM218:15PM8:15AM418:15PM
8:30AM28:30PM8:30AM128:30PM
8:45AM118:45PM8:45AM18:45PM
9:00AM359:00PM9:00AM9:00PM
9:15AM329:15PM9:15AM119:15PM
9:30AM19:30PM9:30AM219:30PM
9:45AM19:45PM9:45AM319:45PM
10:00AM1110:00PM10:00AM1210:00PM
10:15AM2110:15PM10:15AM10:15PM
10:30AM1110:30PM10:30AM10:30PM
10:45AM1210:45PM10:45AM2110:45PM
11:00AM2211:00PM11:00AM1111:00PM
11:15AM2111:15PM11:15AM211:15PM
11:30AM1211:30PM11:30AM1211:30PM
11:45AM1211:45PM11:45AM11:45PM
Total23221622Total19132023
Day13944Day23936
Jacobsen'sMarine
2/12/20142/13/2014
CountDate:CountDate:
TimeInOutTimeInOutTimeInOutTimeInOut
12:00AM12:00PM1112:00AM12:00PM1
12:15AM12:15PM3212:15AM12:15PM1
12:30AM12:30PM112:30AM12:30PM41
12:45AM12:45PM3112:45AM12:45PM2
1:00AM1:00PM221:00AM1:00PM22
1:15AM1:15PM111:15AM1:15PM1
1:30AM1:30PM11:30AM1:30PM1
1:45AM1:45PM411:45AM1:45PM21
2:00AM2:00PM122:00AM2:00PM1
2:15AM2:15PM32:15AM2:15PM12
2:30AM2:30PM22:30AM2:30PM
2:45AM2:45PM212:45AM2:45PM
3:00AM3:00PM13:00AM3:00PM1
3:15AM3:15PM13:15AM3:15PM31
3:30AM3:30PM3:30AM3:30PM12
3:45AM3:45PM3:45AM3:45PM11
4:00AM4:00PM14:00AM4:00PM11
4:15AM4:15PM124:15AM4:15PM
4:30AM4:30PM24:30AM4:30PM
4:45AM4:45PM334:45AM4:45PM24
5:00AM5:00PM55:00AM5:00PM1
5:15AM5:15PM5:15AM5:15PM1
5:30AM5:30PM5:30AM5:30PM
5:45AM5:45PM5:45AM5:45PM
6:00AM6:00PM6:00AM6:00PM
6:15AM6:15PM6:15AM6:15PM
6:30AM6:30PM6:30AM6:30PM
6:45AM6:45PM6:45AM6:45PM
7:00AM7:00PM7:00AM7:00PM
7:15AM7:15PM7:15AM7:15PM
7:30AM7:30PM7:30AM7:30PM
7:45AM7:45PM7:45AM7:45PM
AM18:00PM
8:00AM38:00PM8:00
8:15AM18:15PM8:15AM28:15PM
8:30AM18:30PM8:30AM28:30PM
8:45AM228:45PM8:45AM118:45PM
9:00AM219:00PM9:00AM219:00PM
9:15AM19:15PM9:15AM119:15PM
9:30AM119:30PM9:30AM19:30PM
9:45AM119:45PM9:45AM319:45PM
10:00AM210:00PM10:00AM1110:00PM
10:15AM210:15PM10:15AM1210:15PM
10:30AM110:30PM10:30AM110:30PM
10:45AM110:45PM10:45AM110:45PM
11:00AM111:00PM11:00AM211:00PM
11:15AM1311:15PM11:15AM111:15PM
11:30AM111:30PM11:30AM2111:30PM
11:45AM111:45PM11:45AM111:45PM
Total18122826Total19121824
Day14638Day23736