Traffic Report 1-14-08
TRAFFIC REPORT FOR
DEVELOPMENT IN
SW QUADRANT, TH 101 & CSAH 18
CHANHASSEN, MINNESOTA
January 14,2008
Prepared for:
Brighton Corporation
12601 W Explorer Dr., Ste 200
Boise, ID 83713-1880
Prepared by:
Westwood Professional Services, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
Phone 952-937-5150
Fax 952-937-5822
'V "V'V
BACKGROUND AND OVERVIEW
Brighton Corporation proposes to build a commercial/office development in the southwest
quadrant ofthe intersection ofTH 101 (Great Plains Blvd.) and CSAH 18 (Lyman Blvd.) in
Chanhassen, Minnesota. (See Figure 1 - Site Location Map.)
The proposed development is planned to include the land uses listed in Table 1. Access to the
site is planned from one full-access driveway at the northwest comer onto CSAH 18, and two
right-in/right out driveways, one in the north center of the site onto CSAH 18 and the other in the
east center of the site onto TH 101.
Table 1
Proposed Land Uses
Size
1,975 s.t:
10,800 s.f.
15,000 s.f.
5,000 s.f.
6,500 s.t:
The opening of Highway 212 in December 2007 will impact the average daily traffic on TH 101
and Lyman Blvd. Prior to the opening, the existing average daily traffic by the proposed site on
TH 101 was 7,800 vehicles and on CSAH 18 was 5,800, according to Mn/DOT 2005 figures.
(See Figure 2 - Average Daily Traffic.)
Page 2
Figure 1
Site Location Map
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Page 4
ANALYSIS OF FUTURE CONDITIONS
TRIP GENERATION
A.M. and P.M. peak hour trip generation values were computed for these proposed land uses and
intensities using the average trip generation rates contained in the reference Trip Generation, ih
Edition, 2003, published by the Institute of Transportation Engineers (ITE) and, where noted, in
the INCITERjoumal, Fa112005, published by the NCITE. Table 2 summarizes the trip rates that
were utilized for this study. Table 3 summarizes the resulting gross trip generation.
A total of397 trips are projected to be generated in the A.M. peak hour, 316 in the P.M. peak
hour and 4,439 "trip ends" on a daily basis. In terms of trip generation statistics, a trip end is one
movement either into or out of the site. Therefore, a single truck or passenger vehicle creates
two trip ends, one when coming to the site and a second trip when leaving.
Table 2
Trip Generation Rates
I.T.E. A.M. Peak Hour P.M. Peak Hour Dally
land Use Units
Code Rate % In % 0 ut Rate % In % Out Rate
(1) Coffee Shop with Drive- Thru KSF 130.80 50 50 34.30 50 50 825.50
814 Specialty Retail Center KSF 1.03 61 39 2.71 44 56 44.32
881 Pharmacy with Drive- Thru KSF 2.66 57 43 8.62 49 51 88.16
720 Medical-Dental Office Bldg. KSF 2.48 79 21 3.72 27 73 36.13
932 High Turnover (Sit-Down) KSF 11.52 52 48 10.92 61 39 127.15
Restaurant
i1/' .
Tnp generation rates per INCITER Journal, Fall 2005, published by NCITE
Table 3
Gross Trip Generation
land Use Dev. Units A.M. Peak Hour P.M. Peak Hour Dally
In Out Total In Out Total Total
Coffee Shop with Drive-Thru 1.975 KSF 129 129 258 34 34 68 1,630
Specialty Retail Center 10.8 KSF 7 4 11 13 16 29 479
Pharmacy with Drive-Thru 15.0 KSF 23 17 40 63 66 129 1,322
Medical-Dental Office Bldg. 5.0 KSF 10 3 13 5 14 19 181
High Turnover (Sit-Down) 6.5 KSF 39 36 75 43 28 71 826
Restaurant Gross Trip Generation 208 189 397 158 158 316 4,438
The trips shown on Table 3 represent the gross trip generation. This would be the expected level
of trips counted at the driveways of each of the land uses it they were individual, stand-alone
facilities. The actual new trips added by the development to the surrounding roadway system
Page 5
will be lower for two reasons. First, in a commercial center such as this one, there is a degree of
trip sharing between uses. The ITE Trip Generation Handbook suggests guidelines for such
retail-to-retail and retail-to-office reductions. Based on these guidelines, it is assumed that 10%
ofthe trips are shared in the A.M. peak hour, 19% are linked in the P.M. peak hour and 27% are
shared on a daily basis. These reductions are shown on Table 4.
Table 4
Multi-Purpose Trip Reductions
Land Use Dev. Units A.M. Peak Hour P.M. Peak Hour Dally
In Out Total In Out Total Total
Coffee Shop with Drive-Thru 1.975 KSF -13 -13 -26 -6 -6 -12 -444
Specialty Retail Center 10.8 KSF -1 0 -1 -2 -3 -5 -130
Pharmacy with Drive-Thru 15.0 KSF -2 -2 -4 -12 -12 -24 -360
Medical-Dental Office Bldg. 5.0 KSF -1 0 -1 -1 -3 -4 -49
High Turnover (Sit-Down) 6.5 KSF -4 -4 -8 -8 -5 -13 -225
Restaurant Gross Trip Generation -21 -19 -40 -29 -29 -58 -1,208
A second reason why all ofthe trips are not new trips on the surrounding roadway system is that
many trips into the site will be made by vehicles already passing by the area on either TH 101 or
CSAH 18. Statistics collected by the Institute of Transportation Engineers indicate ranges for
the values of pass-by percentages for different land use types. Except where noted, the pass-by
trip rates shown in Table 5 are based on the average rates published in the ITE Trio Generation
Handbook.
Table 5
Pass-by Trip Reduction Rates
land Use A.M. Peak P.M. Peak Daily
Hour Hour
Coffee Shop with Drive-Thru (1) 49% 50% 20%(2)
Specialty Retail Center 0% 20% 20%(2)
Pharmacy with Drive-Thru 0% 49% 20%(2)
Medical-Dental Office Bldg. 0% 0% 0%
High Turnover (Sit-Down) 0% 43% 20%(2)
Restaurant
(1) The !.T.E. category Fast Food with Drive-Thru was used for estimating pass-by trips
(2) Pass-by trips for non-office uses were estimated at 20% for daily total (ADT)
Table 6 shows the number of pass-by and diverted trips calculated for this site, while Table 7
shows the net new site trips which are assigned to the roadway system.
Page 6
Table 6
Pass-by and Diverted Trip Reductions
land Use Dev. Units A.M. Peak Hour P.M. Peak Hour Dally
In Out Total In Out Total Total
Coffee Shop with Drive-Thru 1.975 KSF -57 -57 -114 -14 -14 -28 -237
Specialty Retail Center 10.8 KSF 0 0 0 -2 -2 -4 -70
Pharmacy with Drive-Thru 15.0 KSF 0 0 0 -26 -26 -52 -192
Medical-Dental Office Bldg. 5.0 KSF 0 0 0 0 0 0 0
High Turnover (Sit-Down) 6.5 KSF 0 0 0 -12 -12 -24 -120
Restaurant Gross Trip Generation -57 -57 -114 -54 -54 -108 -619
Table 7
Net New Trips
land Use Dev. Units A.M. Peak Hour P.M. Peak Hour Daily
In Out Total In Out Total Total
Coffee Shop with Drive-Thru 1.975 KSF 59 59 118 14 14 28 949
Specialty Retail Center 10.8 KSF 6 4 10 9 11 20 279
Pharmacy with Drlve-Thru 15.0 KSF 21 15 36 25 28 53 770
Medical-Dental Office Bldg. 5.0 KSF 9 3 12 4 11 15 132
High Turnover (Sit-Down) 6.5 KSF 35 32 67 23 11 34 481
Restaurant Gross Trip Generation 130 113 243 75 75 150 2,611
TRIP DISTRIBUTION
The report "Traffic Study for Proposed Transit-Oriented Facility in City ofChanhassen"
(prepared by Benshoof & Associates, Inc., for Southwest Metro Transit, May 2004) was used as
a guide to the trip distribution for site traffic, as shown on Figure 3.
TRAFFIC ASSIGNMENT
Based on the trip generation and distribution, site traffic was assigned to the three access points
and to the intersection ofTH 101 / CSAH 18. (Site traffic is the gross trip generation minus
multi-purpose trip reductions.)
Figure 4 shows the A.M. peak hour, P.M. peak hour and daily site-generated traffic, including
the new trips and pass-by trips but not the multi-purpose trips. Figure 5 shows the net new trips
assigned to the system after taking reductions for pass-by and diverted trips, which are vehicles
already on the roadway.
Page 7
Figure 3
Trip Distribution
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Page 1 0
CONCLUSIONS
. The Brighton development's site-generated traffic is about 4,440 gross trips per day. Net
new daily trips added to the roadway network total 2,610, with 1,040 allocated to/from north
of the site, 790 to/from the south, 260 to/from the east and 520 to/from the west. Site-
generated traffic is projected to be about 230 new trips in the A.M. peak hour and about 140
new trips in the P.M. peak hour.
. Capacity analysis was not part of the scope of this traffic study. However, the added
volumes to the County roads are relatively low and it is expected that the County roads will
easily be able to accommodate the additional traffic.
Page 11