HomeMy WebLinkAbout07-09 Traffic Impact AnalysisA Traffic Impact Analysis of the
Burns Valley Mill Road
Located in:
Frederick County, Virginia
Prepared for:
David Burns
1675 Fort Braddock Court
Winchester, VA 22601
Prepared by:
Patton Harris Rust Associates
Eng nee Su rveyors. Planners. Landscape Architects.
10212 Governor Lane Blvd, Suite 1007
Williamsport, Maryland 21795
T 301.223.5010
F 301.223.6831
September 4, 2008
OVERVIEW
Report Summary
Patton Harris Rust Associates (PHR +A) has prepared this document to present
the traffic impacts associated with the proposed Bums Valley Mill Road development to
be located along the east of Valley Mill Road (VA Route 659), north of Martin Lane, in
Frederick County, Virginia. The proposed development is to include a 3,500 foot
fast -food restaurant with drive -thru. Access will be provided via Martin Lane located
along the east side of the Valley Mill Road. The proposed development will be built -out
over a single transportation phase by the year 2010. Analyses are provided for existing,
2010 background and 2010 build -out year conditions. Figure 1 is provided to illustrate the
location of the proposed Burns Valley Mill Road development with respect to the
surrounding roadway network.
Methodology
The traffic impacts accompanying the Burns Valley Mill Road development were
obtained through a sequence of activities as the narratives that follow document:
Assessment of background traffic including other planned projects in the area of
impact,
Calculation of trip generation for the proposed Burns Valley Mill Road development,
Distribution and assignment of the Burns Valley Mill Road development- generated
trips onto the completed roadway network,
Analysis of capacity and level of service using the latest version of Synchro 7 for
existing and future conditions.
A Traffic /mpact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 1
F P HRA
Figure 1
Vicinity Map: Burns Valley Mill Road, in Frederick County, VA
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 2
EXISTING CONDITIONS
PHR +A conducted weekday AM/PM and Saturday mid -day peak hour manual
turning movement counts at the intersection of Route 7 (Berryville Pike)/I-81
Route 7 (Berryville Pike) /I -81 NB Rampslvalley Mill Road, Route 7
SB Ramps,
(Berryville
Pike) /Martin Lane, Route 7 (Berryville Pike) /Gateway Drive, Valley Mill Road /Dairy
Corner Place and Valley Mill Road /Martin Lane. In order to determine the ADT (Average
Daily Trips) along the study area roadway links, "k" factor (the ratio of PM peak hour
traffic volumes to 24 -hour traffic volumes) of 7.7% was utilized based upon the published
Virginia Department of Transportation (VDOT) 2006 traffic count data.
Figure 2 shows the existing weekday and Saturday ADT as well as weekday
AM/PM peak hour and Saturday mid -day peak hour traffic volumes at key locations within
the study area. Figure 3 shows the existing lane geometry and weekday AM /PM peak
hour and Saturday mid -day peak hour levels of service. Existing condition analysis is
based upon VDOT signal dining. PHR +A has provided Table 1 to show the existing
weekday AM /PM and Saturday mid -day peak hour levels of service and 95t percentile
back of queue for each lane group. All traffic count data and Synchro level of service
worksheets are included in the Appendix section of the report.
A Traffic Impact Analysis of Burns Valley Mill Road
PH Project Number: 15877-1-0
September 4, 4, 200 08 8
Page 3
No Scale
7I741(239)l74■
114021(1057)645■0. r
1261(17)6
�Ulrtlhl
1229(4011128
4 999(1103)1111951
24(88)f811
1903 X0"
■434(52Al5131
rl I (2S)1421
.L�Ilf>M11
r Figure 2
it
I1351(178156■0
181011928)981 ∎0
129X1(3611160■
1 t(
Existing Traffic Conditions
Weekdaybuir
Saturday ADT
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
A Traffic Impact Analysis of Burns Valley Mill Road
Projcc1Numbcr: 15877 -1 -0
September 4, 2008
Page 4
1
ICI(B1B•■•0
Signalized J Signalized
Intersection E 9 Intersection
LOS. D[C11CI L05= 11(D)IDI
o J o
I'D(A)ICl L_.
0 r A
r
4/
Unsigna !iced
Intersection
3
Unsignalized
Intersection
Right In/Out Only
dee
4
Signalized
Intersection
LOS- C(C)IBI
Figure 3 Existing Lane Geometry and Levels of Service
*1c1(C)C
Unsignalized
Intersection
).B(B11B1
Denotes Unsignalized Critical Movement
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
QChannelized Right turn -lane with 'STOP' condition
rChannelized Right turn -lane with 'YIELD' condition
NOTE: Analysis is based upon VDOT Signal Timing
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 5
Intersection
Traffic
Control
Lane Cr rip/
Approach
AM Pm k Hour
P31 Peak Hour
Saturdav Peak Hour
LOS
Back of
Queue
LOS
Back of
Queue
LOS
Back of
Queue
Route 7 &1 -8158
Ramps /Shoney's
Entrance
Signalized
EB /L
C
126.0
B
123.0.
8
950!
EB/T
B
224.0
8
414.0
C
307.0
EB/I'R
EB LOS
8
6
C 1
WB /L
D
25.0
A
25.0
8
25.01
WB/f -lane 1
E
395.0
A
54.0
C
234.0
WBIT 1 ane2
WB/R
A
25.0
A
25.0
A
25.01
WB LOS
D
A
C 1
NB /LT
D
28.0
E
75.0
D
63.01
NB /R
C
25.0
C
36.0
C
25.01
NB LOS
D
D
D 1
SB/I.
F
449.0
E
387.0
E
303.0
SB/LT
F
440.0
F
385.0
E
311.0
5B/R
A
25.0
A
25.0
A
25.01
SB LOS
F
F
E I
Overall LOS
D
C
C 1
Rou[e &I -81
NB RampsNalley
Mill Road
Signalized
EB/L
C
59.0
E
188.0
D
109.0
EB/f -Lane 1
D
352.0
C
357.0
C
271.0
EB/f -Ianc2
EB/R
A
66.0
A
113.0
A
28.01
EB LOS
(2
C
C 1
WB/L
C
29.0
C
41.0
B
25.01
WB/1'-Lane 1
D
418.0
E
746.0
E
608.0
1
WR/f -Lane 2
WB /R
A
25.0
A
25.0
A
25.01
WB LOS
C
D
D 1
NB /L
F
464.0
F
540.0
E
371.0
NB/TR
D
273.0
E
245.0
D
165.0
NB LOS
F
E 1
SB /L
E
364.0
E
4450
E
298.0
SB /LT
E
356.0
E
454.0
0
297.0
SB/R
A
25.0
A
25.0
A
25.01
SB LOS
D
E
D 1
Overall LOS
D
D
D 1
Route Maron
Lane
Unsignalized
El3ff
EB/TR
WB /1' -Lane 1
W B/f -lane 2
NB /R
Route 7
Gateway Drive
Signalized
D
56.0
D
227.0
C
208.01
EB /LlLenc
EB/M1Lanel
B
671.0
A
213.0
A
33.0
EB/T -lane 2
ED LOS
(2
B
B 1
W B /LU
D
35 0
E
28.0
D
38.01
WB/I' -Lapel
B
9130
C
615.0
C
449.0
t
WB/r -Larne 2
WB/R
A
25.0
A
66.0
A
44.01
WB LOS
B
C
C I
SB /L -Lane 1
D
460
D
106.0
D
87.0
SB /I,-Lane. 2
SB/R-Lane 1
A
26.0
A
48.0
A
43.0
SB/R -lanc 2
SB LOS
C
C
B
Over
11 I,OS
C
C
B
Valley Mill Road
Dairy Comer
Place
Unsignalized
EB /LTR
C
25.0
C
25.0
C
25.0
WB/LTR
B
25.0
8
25.0
B
25.0
NB /L
A
250
A
25.0
A
25.11
NB /TR
SR/LLB
A
25.0
A
25.0
A
25.0
Valley Mill Road
&Martin Lane
Unsignalized
WB/LR
B
25.0
B
25.0
B
25.0
NB/fR
58/LT
A
25.0
A
25.0
A
25.0.
Table 1
Burns Valley Mill Road
Levels of Servi e and Back of Queue (95 %u) Results
Existing Conditions
Assumed 25 feet V hicle Length
Minimum queue le gth assumed to be 25 feet
158 Eastbound, WB Westbound, NB Northbound. 813 Southbound
L: Left,'Cfhm, k: Right
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 6
2010 BACKGROUND CONDITIONS
In order to determine the 2010 background traffic conditions, PHR +A grew the
existing traffic volumes (shown in Figure 2) using a rate of 6% per year through Year
2010. There are no "planned" background developments located in the vicinitylof the site.
Figure 4 shows the 2010 background weekday and Saturday ADT as well as
weekday AM/PM peak hour and Saturday mid -day peak hour traffic volumes at key
locations throughout the study area. Figure 5 shows the corresponding 2010 background
lane geometry and AM /PM peak hour and Saturday mid -day peak hour levels of service.
Table 2 is provided to show the 95 percentile back of queue and levels of service for each
lane group during 2010 background conditions. Synchro levels of service worksheets are
provided in the Appendix section of this report.
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 7
No Scale
342110
704
433]
1270
1015
29 o
[1967(269)196■
1914111191)7245
1261(I7)6.
g
n osry 1
221U13 mmta
-PRA
r Figure 4
1 1■488(sx8115761
1 r11 (2 0 )2x]91
II(EB)54427
115211100)97
(9101(104IDUUi
(312)405)1x0
LIoxu1
2571451)13
4••■ 895(1240012
r
f
Saturday ADT
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
2010 Background Traffic Conditions
A Traffic Impact Analvsis of Burns Valley Mill Road
Project Number: 15877 -1 -0
.September 4. 2008
Page 8
No Scale
No Improvements
Required
r HIZA
Figure 5
signalized 2 Signalized
Intersection Intersection
IOS=C(C)I el LOS.D(EJIEI
tA(A)IA] O t D( 11E1
2]I' ..Si454
Inters
T) C j
_C
o`
"Suggested
Impresements"
WN 1Ihru
NR -1 Left
SA -1 Left
CICII
C(Q(A)
Unsignalized
Intersection
Right In/Out Onl
No Improvements
Required
4
n
G
9 s. 5 A( m lcl
t NgNIN vs
Signalized
Interaction
LAS= A(R)IAI
No Improvements
Required
5
totOc
2010 Background Lane Geometry and Levels of Service
Unsignalized
Interaction
Unsignaliced
Interaction
?A(A
No Improvements
Required
I] Denotes Improvements
Denotes Unsignalized Cr'tical Movement
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
I'Channelized Right turn -lane with 'STOP' condition
tChannelized Right turn -lane with 'YIELD' condition
A Traffic Impact Analysis of B arns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 9
Intersection
Traffic
Control
Lane Group/
Approach
ASI Peak Hour
PM Peak Hour
Saturday Peak Hour
LOS
Back of
Queue
LOS
Rack of
Queue
LOS
Back or
Queue
Rome 7 1 -81 SB
Runps/Shoney's
Entrance
Signalized
EH /1-
E
213.0
E
272.0
1)
157.0
EB/T
C
282.0
C
492.0
C
345.0
EB/TR
EB LOS
C
C
C
WB /L
B
25.0
B
25.0
A
25.0
WWI-Lane 1
B
124.0
B
130.0
A
68.0
W B/f -Lanc 2
WB /k
A
25.0
A
25.0
A
25.0
\VB LOS
A
t
A
NB/131
D
260
D
60.0
D
57.0
NB/R
0
25.0
B
30.0
B
25.0
NB LOS
C
SB/L
E
3760
E
293.0
15
265.0
SB /LT
I?
388.0
E
286.0
li
270.0
SB/R
A
25.0
A
25.0
A
25.
SB LOS
D
0vv.111.0S
C
C
C
Route 7 1-81
NB Ratnps/Valley
Mill Road
Signalized
EB/L
E
109.0
B
199.0
D
1580
EB/RLanc 1
C
566.0
C
512.0
C
336.0
EH/P -Lane 2
EB/R
A
25.0
A
25.0
A
25.0
EB LOS
C
C
B
WB/L
D
37.0
E
107.0
D
780
WB/T -Lanc 1
C
260.0
O
424.0
B
250.0
WB /r -Lane 2
W B/1' -Lanc 3
WB /R
A
25.0
A
25.0
A
25.0
WB I.OS
C
C
B
NB/L -lane 1
D
165.0
D
161.0
1)
137.0
NR /L Lanc 2
NB/TR
E
277.0
D
2160
13
214.0
NB LOS
D
1)
1
SB /L -Lane l
E
295.0
E
254.0
D
2270
SB/L -lane 2
SH/1'
D
76.0
D
1810
D
970
SB /R
A
25.0
A
25.0
A
25.0
SR LOS
D
1)
11
Oven 11 LOS
C
C
C
Route
Martin Lane
Unsignalized
ER/I'
EH/1'R
WB/T -lane 1
W B/f -Lane 2
NB/R
Route 7
Gateway Drive
Signalized
1 I
C
57.11
C
105.0
C
148.0
ER/I.-Lane 2
EB/T-lane 1
A
30.0
A
25.0
A
25.0
EB/T-Lane 2
Eft LOS
r
WB/LU
D
34.0
D
25.0
D
35.0
WH/I' -Lane 1
A
2200
B
495.0
C
447.0
WR? -Lanc2
WB/R
A
25.0
A
30.0
A
32.0
MR LOS
A
It
C
SR /L -lane 1
1)
500
D
91.0
1)
84.0
SR/L -Lanc 2
,tilt /R -lane 1
B
290
B
47.0
A
44.0
.SIi /R -lane 2
Slt LOS
C
C
C
Over.11 I.OS
A
11
It
Valley Mill Road
Dairy Comer
Place
Unsignalivcd
GB /LTR
C
25.0
C
25.0
C
250
WB /LTR
0
25.0
R
250
B
25.0
NR/L
A
25.0
A
25.0
A
25.0
NB/FR
A
25.11
A
25.0
A
25.0
SB /LTR
A
25.0
A
25.0
A
25.0
Valley Mill Road
Munn Laic
Unsignaliud
WB /LR
B
25.0
B
250
C
25.0
NB/FR
SB /LT
A
25.0
A
25.0
A
25.0
Table 2
B trns Valley Mill Road
Le 'els of Servi -e and Back of Queue (95 Results
2010 Background Conditions (w/ assumed Improvements)
Assumed 25 tact Vehicle Length
Mlnln um queue lc gth assumed to he 25 fm
ER BastM>end, W31 Wesibourxl, NR Northbound. 813 Southhnund
L: Left. T:Thru, k: Right
A Traffic /mpaci Analysis of Burns Valley Mill Road
Project Number: 15877- 1 -0
September 4, 2008
Page ID
rr!
Code
Land Use
Amount
In
A511'eak flour
Out 'fool
In
PM Peak flour
Out Total
AOr
In
Sal Peak flour
Out Total
ADT
934
Past Food wt DT
3.500 SF
95
91
186
63
58
121
1.736
106
107
207
2.527
Sub -Tout
95
91
186
63
58
121
13736
106
102
207
2327
Pan -0r Tnpn40R
37
37
74
24
24
48
695
41
41
83
1,011
'1'mul "New'' lop
5fl
54
112
39
34
73
1,1142
64
68
124
1,516
TRIP GENERATION
PHR +A determined the number of trips entering and exiting the site using
equations and rates provided in the 7 Edition of the Institute of Transportation Engineers'
(ITE) Trip Generation Report. Table 3 is provided to summarize the total trip generation
associated with the proposed development.
2010 BUILD -OUT CONDITIONS
Table
Bunts Valley Mill Road
Trip Generation Summary'
TRIP DISTRIBUTION AND TRIP ASSIGNMENT
The distribution of trips was based upon local travel patterns for the roadway
network surrounding the proposed site. PHR+A utilized the trip distribution percentages
shown in Figure 6 to assign the proposed Burns Valley Avenue development trips (Table
3) throughout the study area roadway network. Figure 7 shows the developmen generated
AM/PM peak hour and Saturday mid -day peak hour trips and ADT assignments.
The Burns Valley Mill Road assigned trips (Figure 7) were added t0 the 2010
background traffic volumes (Figure 4) to obtain 2010 build -out conditions. Figure 8
shows the 2010 build -out weekday and Saturday ADT as well as weekday AM /PM peak
hour and Saturday mid -day peak hour traffic volumes at key locations throughout the study
area network. Figure 9 shows the respective 2010 build -out lane geometry and weekday
AM/PM peak hour and Saturday mid -day peak hour levels of service. Table 4 shows the
95 percentile back of queue and levels of service for each lane group during 2010 build
out conditions. All Synchro levels of service worksheets are included in the Appendix
section of this report.
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 11
Trip Distribution Percentages
A Traffic Impact Analvsis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 12
J
211(-12) -1■
X531(32147
0
1%—
+mm.19(12(1.211
1
tits
J
'Loant2(
J 4■19(1211211
1221(14(29
r
7.511
1 Saturday ADT
AM Peak Hour(PM Peak Hour)ISAT Peak Hour]
PHA
r Figure 7
Development- Generated Trips Assignment
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 13
1498(594)158
1ma8951992)190
(11(2811421
0 00 60 1
it.o1u)P
No Scale
1PMU249n96■
1926111 041749
[2611t7)
r
Figure 8
P
11521(200)97■
130 I1 1030 1084
1
1■ 25)(4
87(122713MS]
43022111311
ol 3
4e-‘‘
2010 Build -out Traffic Conditions
n'tWeek'diYiAD,TIZ
Saturday ADT
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 14
No Improvements
Required
No Scale
Signalized 2
Intersection
LOS= CICIICI
A kr li(A)IAI
ICIICIC
No Improvements
Required
-P
r Figure 9
'JILL
EC.-NC),
Signalized 3
Intervvtion
1.0S= OIEIIOI
~(1II)II01
r
2 Signalized "Suggested
t Intervetti n Imam rots"
LOS= CC) CI )VII I TFru
N -11.11
oat 1
Unsignalized
Intersection
}Ugh INOut Only
No Improvements
Required
No Improvements
Required
n Denotes Improvements
Denotes Unsignalized Critical Movement
AM Peak Hour(PM Peak Hour)[SAT Peak (lour]
frChannelized Right turn -lane with 'STOP' condition
FChannelized Right turn -lane with 'YIELD' condition
2010 Build -out Lane Geometry and Levels of Service
Unsigsmliud
Intersection
No Improvements
Required
A Traffic Impact Analysis of Burns 1 Vailev Mill Road
Project Number: 15877 -1 -0
September 4, 2008
t'age 15
Intersection
Traffic
Control
Lane Group/
Approach
AM Pe
k Hour
PM Peak Hour
Saturday Peak (lour
LOS
Back of
Queue
LOS
Back of
Queue
LOS
Back of
Queue
Route 7 1-81 SB
Ramps /Shoncy's
Entrance
Signalized
EB /L
D
208.0
D
269.0
D
175.0
EB/r
C
293.0
C
492.0
C
345.0
EB/rR
EBLOS
C
C
C
WB /L
13
25.0
A
25.0
A
25.0 1
WB/P -Lane 1
C
270.0
B
148.0
B
165.0
W B/T -Lane 2
WB/R
A
25.0
A
25.0
A
25.0
WB LOS
It
A
A
NB /Cr
D
26.0
D
59.0
D
55.0
NB/R
8
250
B
31.0
B
25.0 1
NB LOS
C
11
C
S13/L
E
384.0
E
301.0
E
294.0
SB/LT
E
395.0
B
296.0
E
301.0 1
SB /R
A
25.0
A
25.0
A
25.0 1
SU LOS
D
1)
D
O.er II LOS
C
C
C
Rome 7& 1 -81
NB Ramps/Valley
NI111 Road
Signalized
BI13/1,
E
115.0
E,
198.0
E
155.0
EB/RLvnc 1
C
5400
C
498.0
C
386.0
EB/r -Lane 2
EB /R
A
25.0
A
25.0
A
25.0
EBLOS
C
C
C
WB /L
E
85.0
P
148.0
1)
111.0
WB/T -Lane 1
13
202.0
C
403.0
C
264.0
WB/T -Lane 2
W B/T -Lane 3
WB/R
A
25.0
A
25.0
A
250 1
WB LOS
C
B
NB/L.-Lune 1
C
164.0
D
169.0
D
154.0
NB /L -Lane 2
NB/TR
E
340.0
E
254.0
1)
229.0
NB LOS
D
1)
D
SB/L -Lane 1
P
295.0
D
245.0
E
228.0 1
SB/L-Lanc 2
SB/T
E
106.0
E
212.0
0
106.0 1
SB/R
A
25.0
A
25.0
A
25.0
SB LOS
D
D
D
Overall LOS
C
(3
C
Rome 7
Martin Lane
Unsignalized
EB/T
EB/IR
WB/T -Innc 1
W B/T -Lane 2
NB/R
Route 7
Gateway Drive
Signalized
EB /L -Lane 1
C
46.0
C
110.0
C
124.0 I
EB /L-Lanc 2
EB/T-Lanc 1
A
70.0
A
250
A
25.0
EB/r -Lane 2
EB LOS
A
A
WB/LU
D
34.0
0
25.0
0
34.0
WB/I'- I,6. 1
B
32111
C
505.0
C
426.0 1
WB/T-Lane 2
WB/R
A
25.0
A
31.0
A
27.0
Mt LOS
1
B
1
SB(L -Wncl
D
44.0
D
89.0
D
84.0
SB/L-Lanc 2
58 /R -Lane 1
A
26.0
A
47.0
13
44.0
SB /R -Lane 2
SB LOS
C
C
C
Overall LOS
B
B
H
Valley Mill Road
Dairy Comer
Place
Unsignalized
EB /LTR
C
25.0
C
25.0
0
25.0
WB/LTR
13
25.0
B
25.0
C
25.0
NB /L
A
25.0
A
25.0
A
25.0
NB /iR
A
25.0
A
25.0
A
25.0
SB /LTR
A
250
A
25.0
A
25.0
Valley Mill Road
&Martin Lane
U nsignnlizcd
WB/LR
B
25.0
B
25.0
B
250
NB/TR
SB /LT
A
25.0
A
25.0
A
25.0
Table 4
Burns Valley Mill Road
Le Ids of Servi e and Back of Queue (95 Results
2010 Build -out Conditions (wl assumed Improvements)
Assumed 25 feet V hicle LengthI
Minimum queue length assumed to he 25 fed
ED Eastbound W 13 =Westbound, NB Northbound. 513 Southbound
L Left, T:Thru. R: Right
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 16
CONCLUSION
Based upon Synchro analysis results, assuming the suggested improvements as
shown in Figure 9, all the study area intersections associated with the proposed Burns
Valley Mill Road development will maintain acceptable level of service "C" or better
during 2010 build -out conditions. The following describes the improvements suggested for
each of the study area intersections to maintain acceptable levels of service or better
during 2010 build -out conditions:
Route 7 (Berryville Pike)/I -81 NB Ramps /Valley Mill Road: This intersection will
require a westbound through lane, a northbound left -turn lane and a southbound left
turn lane. (Suggested improvements are necessary without the proposed Burns Valley
Mill Road development to maintain levels of service "C
NOTE: Funding source for the aforementioned improvements have yet to be identified.
The applicant will work with VDOT /County to accommodate pedestrian and
bicycle facilities adjacent to the site.
A Traffic Impact Analysis of Burns Valley Mill Road
Project Number: 15877 -1 -0
September 4, 2008
Page 17