A TH 101 Speed StudyCITYOF
CHANttA SEN
PO Box 147
Chanhas~n, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone: 952.227.1140
Fax: 9,52.227.1110
Park & Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
Planning &
Natm'al Resonrces
Phone: 952.227.1130
Fax: 952.227.1110
Public Wodm
1591 Park Road
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
www. ci.~.mn,us C:
TO:
Todd Gerhardt, City Manager
FROM:
DATE:
Teresa J. Burgess, Public Works Director/City Engineeff~
April 22, 2003
SUBJ:
Discuss TH 101, South Leg Speed Study- PW333
REQUF_.STED ACTION
No action is requestecL
The Minnesota Department of Transportation (MnDOT) is presenting the findings
of a speed study conducted within the City of Chanhassen as a courtesy to the
City Council. The City Council has. no jurisdictional authority to adjust speed
limits.
DISCUSSION
Staff from MnDOT will be on hand to present the findings of a speed study
performed on the South Leg of TH 101.
Speed limits are set by Section 169.14 of the Minnesota State Statute. A speed
study was done on the south leg of TH 101 by MnDOT in accordance with the
requirements of this section for revision of speed limits in response to a resolution
by the Chanhassen City Council. The City Council was responding to a petition
received from concerned citizens.
MnDOT's findings are that the speed limits for this section of roadway are
appropriate as posted.
Enclosures:
1. Section 169.14, Minnesota State Statute
2. City Resolution requesting speed study
3. MnDOT packet
Ken Wencl, 8412 Great Plains Boulevard
Lynn Clarkowski, Metro Division, MnDOT
Dave Engstrom, Metro Traffic Office, MnDOT
g:~mg~ublicyw333~peed study discmsim, doe
The City of Chanhaesen · ^ growing community with clean Iai(es, quality schools, a channing downtown, thriving businesses, winding trails, and I:~iutJful parks. A gmat place to live, ark, and play.
Minnesota Statutes 2002 Display Document 1 of 1
Chapter Title: TRAFFIC REGUI~TIONS
Section: 169.14
Text:
169.14 Speed limits, zones; radar.
Subdivision 1. Duty to drive with due care. No
person shall drive a vehicle on a highway at a speed greater
than is reasonable and prudent under the conditions. Every
driver is responsible for becoming and remaining aware of the
actual and potential hazards then existing on the highway and
must use due care in operating a vehicle. In every event speed
shall be so restricted as may be necessary to avoid colliding
with any person, vehicle or other conveyance on or entering the
highway in compliance with legal requirements and the duty of
all persons to use due care.
Subd. 2. Speed limits. (a) Where no special hazard
exists the following speeds shall be lawful, but any speeds in
excess of such limits shall be prima facie evidence that the
speed is not reasonable or prudent and that it is unlawful;
except that the speed limit within any municipality shall be a
maximum limit and any speed in excess thereof shall be unlawful:
(1) 30 miles per hour in an urban district or on a town
road in a rural residential district;
(2) 65 miles per hour on non-Interstate freeways and
expressways, as defined in section 160.02, subdivision 19;
(3) 55 miles per hour in locations other than those
specified in this section;
(4) 70 miles per hour on Interstate highways outside the
limits of any urbanized area with a population of greater than
50,000 as defined by order of the commissioner of
transportation;
(5) 65 miles per hour on Interstate highways inside the
limits of any urbanized area with a population of greater than
50,000 as defined by order of the commissioner of
transportation;
(6) ten miles per hour in alleys; and
(7) 25 miles per hour in residential roadways if adopted by
the road authority having jurisdiction over the residential
roadway.
(b) A speed limit adopted under paragraph (a), clause (7),
is not effective unless the road authority has erected signs
designating the speed limit and indicating the beginning and end
of the residential roadway on which the speed limit applies.
(c) For purposes of this subdivision, "rural residential
district" means the territory contiguous to and including any
town road within a subdivision or plat of land that is built up
with dwelling houses at intervals of less than 300 feet for a
distance of one-quarter mile or more.
Subd. 3. Reduced speed required. (a) The driver of
any vehicle shall, consistent with the requirements, drive at an
appropriate reduced speed when approaching or passing an
authorized emergency vehicle stopped with emergency lights
flashing on any street or highway, when approaching and crossing
an intersection or railway grade crossing, when approaching and
going around a curve, when approaching a hill crest, when
traveling upon any narrow or winding roadway, and when special
hazards exist with respect to pedestrians or other traffic or by
reason of weather or highway conditions.
(b) A person who fails to reduce speed appropriately when
approaching or passing an authorized emergency vehicle stopped
with emergency lights flashing on a street or highway shall be
assessed an additional surcharge equal to the amount of the fine
imposed for the speed violation, but not less than $25.
Subd. 4. Establishment of zones by commissioner. On
determining upon the basis of an engineering and traffic
investigation that any speed set forth in this section is
greater or less than is reasonable or safe under the conditions
found to exist on any trunk highway or upon any part thereof,
the commissioner may erect appropriate signs designating a
reasonable and safe speed limit thereat, which speed limit shall
be effective when such signs are erected. Any speeds in excess
of such limits shall be prima facie evidence that the speed is
not reasonable or prudent and that it is unlawful; except that
any speed limit within any municipality shall be a maximum limit
and any speed in excess thereof shall be unlawful. On
determining upon that basis that a part of the trunk highway
system outside a municipality should be a zone of maximum speed
limit, the commissioner may establish that part as such a zone
by erecting appropriate signs showing the beginning and end of
the zone, designating a reasonable and safe speed therefor,
which may be different than the speed set forth in this section,
and that it is a zone of maximum speed limit.
CITY OF CHANHASSEN
CARVER AND i:[E~PIN COUNT]ES, MINNESOTA
DATE: July 8~ 2002
RESOLUTION NO.
2002-60
MOTION BY: Peter~on
SECONDED BY:
Labatt
RESOLUTION OF SUPPORT FOR NEIGHBORHOOD
INITIATIVE TO REQUEST SPEED STUDY ON
TRUNK HIGHWAY 101 (GREAT PLAI~S BOUI,EVARD)
WHEREAS, the City Council of the City of Chanhassen does hereby acknowledge the
petition drive efforts of the property owners along Tmak Highway 101, otherwise known as
Great Plains Boulevard; and
Wlq-EREAS, this petition drive was done by private citizens and was not done with Or by
the City of Chanhassen; and
WltF~REAS, Trunk Highway 101 is under the jurisdiction of the Minnesota Department
of Transportation:
NOW, THEREFORE, be it resolved by the City Council of the City of Chanhassen,
Minnesota:
The City requests MnDOT review the petition and take action as deemed appropriate by
MnDOT along Trunk Highway 101, specifically that section south of Trunk Highway 5
and north of Tru_nk Highway 212.
Passed and adopted by the Chanhassen City Council this 8th day of July 2002.
A~FEST:
Todd Gerhardt, City Manager
YES
J~n
Ayotte
Boyle
Labatt
Peterson
Linda C. Jansen, Mayor
NO
None
None
Mlnrmsota Department of Transportation
Metrol~lltan Division
Waters Edge
1500 West County Road B2
Roseville, MN 55113
Apffill, 2003
Teresa Burgess, P.E.
Director of Public Works APR 1 003
City of Chanhassen
7700 Market Boulevard ENGINI~ERING DEPT
Chanhassen, MN 55317
Dear Ms. Burgess: .
Based upon your recent request to present the results of our speed zone study for portions of TH 101 in
your community, we have prepared an informational packet for your review. We will be available for a
brief presentation or a question and answer session at your convenience. Please inform us of the date, time
and place. Based upon the results of the study, we are recommending no change to the current posted
speed limits for this section. Listed below is an explanation of the kfformation in the packet. We have also
enclosed the most recent brochure on speed limits.
Page 1 - A portion (subdivision 4) of Minnesota Statute 169.14, which documents the requirement of an
engineering and traffic investigation for speed zoning.
Page 2 - A brief outline of the steps involved in a speed zone study.
Page 3 - An example of a field speed survey sheet.
Page 4 and 5 - A chart listing the results of changes in posted speed limit versus the changes in actual
vehicle travel speed.
Page 6 - A graph based upon research studies, which demonstrates the relationship between vehicular
crashes and speed as compared to the average and 85t~ percentile speed.
Page 7 - A table of crash statistics comparing speed limits to total crashes and crash rates.
Pages 8-11 - Maps and tables summarizing the crash history for this segment of roadway for the last 3
Appendix (after blue insert) - The first two pages are maps of the studied segment of mad. Depicted on
the map are the location, results and recommendations of the speed zone study.
If you have questions or comments, please contact me at 651-634-2151.
Sincerely,
David B Engstrom
An equal opportunity employer
Metro District Traffic Engineer
CC:
Lynn Clarkowski, Mn/DOT South Area
Amr Jabr, Mn/DOT Traffic
Ed Brown, Mn/DOT Traf[ic
CS 1009
Division Files
Enclosures
Trunk Highway 101
(City of Chanhassen)
hazards exist with respect to pedestrians or other traffic br by
reason of weather or highway conditions.
(b) A person who fails to reduce speed appropriately when
approaching or passing an authorized emergency vehicle stopped
with emergency lights'flashing on a street or highway shall be
assessed an additional surcharge equal to the amount of the fine
imposed for the speed violation, but not less than $25~
Subd. 4. Establishment of Zones by commissioner. On
determining upon.-the basis of an engineering and traffic
investigation that any speed ~et forth in t~is section is
greater or less than is reasonable or safe under.the conditions
found to ex£st on any trunk highway.or upon'any.part therebf,'
the co.mmissioser may erect appropriate signs designating a ·
reasonable, and safe speed limit thereat, which spe~d limit shall
be effective when s~ch signs are erected. Any ~peeds in'excess
bi-such limits shall be prima facie evidence that the speed is
not reasonable or prudent and' that it is unlawful; except that
any sp~ed ~imit within any municipality shall be a maximum limit.
and any speed is excess thereof shall be unlawful. .On.
determining upon that basis that a part of the trunk highway
system outside a municipality should b~ a zone of maximum s~eed
limit, the co~issioner may establish that part as such a zone
by e=ecting appropriate signs showing the beginning and end of
the zone, designating a r~asonable and safe speed therefor,
· which may be different than the speed set forth in this section,
and that it is a zone of maximum spee~ limit. The speed so
designated by the commissioner within any such zone shall be a.
maximum speed'limit, and speed in excess of such limit shall be
unlawful. The commissioner may-in the same manner from time to
time alt~r the boundary of such a zone and the speed limit
therein or eliminate such zone.
· Subd. 4a. Repealed, 1997 c 143 s 20
Subd. 5. Zoning within local areas. When local
authorities b~lieve that the existing speed.limit upon any
street or highway, or part thereof, within their respective
jBrisdictions and not a part of the trunk highway system is
greater or less than is reasonabl~ or safe under existing
conditions,, they may reguest the commissioner to authorize, upon
the basis of an engineering and traffic investigation, the
-erection of appropriate sigffs designating what spee~ is
reasonable and safe, and the commissioner may authorize the
erection of appropriate signs designating a reasonable and safe
speed limit thereat, which speed limit shall be effective when
such signs are erected. Any speeds in excess of these speed
limits shall be prima facie evidence that the speed is not
reasonable or prudent and that it is unlawful; except that any
speed limit within any municipality shall, be a maximum limit and
any speed in excess thereof shall be unlawful.. Alteration of
speed limits on streets and highways shall be made only upon
authority of the co~missioner except as prbvided in subdivision ~a
·
357
STEPS IN'A SPEED ZONING STUDY
-1.
PRELIMIN~y INSPE~ON AND .REVIEW
COLLECTION OF DATA
3~
5~
: - inventory road fe~tur~
o.
-- measure veliicular speeds " ..
- obtain accident records-
- meas .~e sight distances and comfortable speed on curves
· - conduct test drives
ANALYSIS OF DATA AND ID~C~TION OF POSSIBLE
SPEED ZONING ~.I.TERNATIVF.,S
DISCUSSION OF FINDINGS WITH THE ROAD AUTHO~
RECOMMENDATION OF SI'EED LIMITS TO BE AUTHOI~~
REVIEW OF RECOMMENDATION AND AUTHOI~!Z&TION OF'
SPEED LIMITS
m
FI ELD SPEED' SURVEY SHEET '
Ro~a .o. EXAMPLE zo.~ .55 M. PI H. I
· Ref. Pt._ . , . _ Time .... A;M.-P.M. .,~
~_'.'~County_ ..' . Weather . · , '¥'
[;~::;Dato~: .- ,7 _ .i...:'.' , Machino .:-. ':-.._ -~.-
DaY. , , ,. Observer.-'--,~_ ,' .. ~ '.
,'.· pA$~EoNunG~ ~ C~S; pi ~K UPS, VA. NS
VEH~dLES % - .~,'-'~I;iiCLEs
100 '
.',
m..= m m
m
mm m mm mm mm mmmm m
3
STUDY
LOCATION
T.H. 6'-~ -
T.I-L65
T.H. 65
T.I-L 65
ANOKA
C~AH 1
ANOKA
C~AH 10
. ANOKA
HENNEPIN
C~AH 6
62ND AVE. N
ANOKA CP. 51
NOBLE AVE.
MISSISSIPPI
ST.
SPEED SIGNS
Before
After
~o.
4~
4O
35.
SIGN
CHANGE
MPH
-10
-10
+15
-10
.85%
CHANGE
MPH
.
+I
-!
+1
+1
'-1
+1
STUDY STUDY DATE SPEED SIGNS SIGN 85% CHANGE
LOCA.TION ,Before Before CHANGE- Before MPH
After Aft~ UPH After
~ ..
.
carver CeAH
1'tt5/tg80 45 ,51
·
I I .I i . i !
. . . .. .-
,~- .CS..~H ~ g/~t..W~t...~.~ ~0" e20 ~ +.2
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Hudsen R. eed .0~.. '4.~ .907 30_ ,~0 44 ,1
(W~~ 4/21/t.99~. 40 ' 45
I I I '! ! '1
· .
·
Lake Road 8/..1..~-1o9,8- 30 .+5 3.~9 +2
(~~bu~) .3/14/20CX:) 35 . "" 4.1
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i , , 'l ·, ..... . ,..- ...... ~' .
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T.H. 47 3/23/. ~9.~ ~ +S ~ 0
i
~ . i i .i i i
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ii i. i . · '' ..... i i i' i , .'-- ·
T.H. 47 3/t 7!-.t .999 .~ +5 '51 +2
i I I i i
T.H. 47 3/1'91.1999 40 +5 53 +1
·
I i. i i
.
T.H. 47 .12/a/.1~..998 S5 +1~ Se +2
6/5/2000 65 70
i
· o
· Crash requency
'Relate to' Speed
HIGH.
LOW
85th
percentile
.speed
I
i ! I I l'
o !o i'
I ! i-e ~1
~ I i
!I I o ~1
MPH ,.,,..,.,~MPH MPH MPH
MOTORIST SPEEDS
Ve.hi.cles traveling between the average speed of traffic (50"~ percentile) and
85" ~tile speed have the lowest chance of being in an accident. Accident
involvement increases for vehicles traveling faster ol' slower than the ay .crage
speed of traffic.
Mint~
TR344P. CDR
IIIF-.. I I"~k~ I~11.1 i.
CRASH STUDY BY AUTHORIZED SPEED LIMITS
INCLUDES SYSTEM 01-03
01/01/19.99- 12/31/1~9 CRASH I~ATA CRASH RATES
SPEED MILES ADT FAT P.I. P.D. TOTAL C.R. S.R. F.R.
!
30 49.9 14056 I 677 1467 2145 8.4 16.4 0.4
I
35 24.5 14626 1. 189 407' 597' 4.5 8.9 0.8
40 39.4 14676 3 239 456 698 3.3 6.7 1.4
45 49.0 24816 3 348 7t2 1063 2.4 4.8 0.7
50 74.0 21201 1 371 776 1148 2.0 4.0 0.2
55 547.9 34121 27 2609 6975 9611 1.4 2.6 0.4
50 93.3 84396 12 778 2281 307'1 111 1.9 0.4
65 149.9 40893 13 550 1220 '17~3 -. 0.8 1.6 0.6
70 93.0 43646 8 "269 664 941 '0.6 1.2 0.5
01/01./20~00- 12/3~1/2000 CRASH DATA CRASH RATES
I I
SPEED MILES ADT FAT- P.I. P.D. TOTAL C.R. S.R. F.R.
- - J ............................. L ............... = ...................... : %.-..-_-.=.
30 49.9 13844 3 608 1677 2288 9.1 16.4 12
35 24.5 14798 2 213 446 661' $.0 9.9 1.5
40 39.4 14492 5 245 541 791 3.8 7.5 24
45 '40.0 25058 3 321 692 1016 2.3 4.5 0.7
,
50 74.0' 20848 5 388 820 1213 2.1 4.3 0.9
55 547.9 34282 34 2678 8042 10764 1.6 2.8 0.5
50 93.3 86512 5 808 2581 3394 1.1r 2.0 0,2
65 149.9 42495 13 626 1385 - 2024 0.9 1.7 0.8
70 93.0 48048 10 243 745 99~ 0.6 1.1 0.6
I
01/01/20~01 - 12/31-2001 CRASH DATA - CRASH'RATES
SPEED MI-LES ADT FAT P.I. P.D. TOTAL C.R. $.R. F.R.
~-_-_-..-_-_-..-..-_ _--_-. ................................. - ~, .-_-..-_._._,._-_-_-... ?_~-__-._-._-._-__-...- -_.:.-_..'. -..-__-__-__-__-__-__-__-__-_..-_
U MIT :-:ccc-_--_--_--_--:-:-: .:-:c-_-:-:-:-_--:<<~ --------------:------- :----------------:-:-~ ~-:-:-:-:--'---. :-;-:-:------::: ~ ': :--::: ----:: :------.-------:--: :------:--:------*-
30 50.8 14504 2 596 1603 2201 8.2 ,14.9 0.7
35' 23.9 15226 2 173 358 533 4.0 8.1 1.5
40 39.8 15045 3 270 475 748 3.4. ?.2 1.4
45 49.0 25882 1 338 660 999 2.2 4.4 0.2
50 73.1 · 21023 7 348 '747 1102 1.9 3.8 1.2
55 548.1 '35664 37 2487 ' 6774 .9298 1.3 2.4 0.5
50 93.3 89973 11 793 2237 3001 1.0 1.7 0.4
65 149.9: 44195 15 615 1259 188~ 0.8 1.6 0.8
· 70 93.0 49969 6 256 618 88~ 0.5 1.0 0.4
0.1/01119~99- !2/31~1 CRASH DATA CRASH RATES
I
30 50.8 14198 6 1934 _4835 6775 8.8 16.0 0.8
35 23.9 14852 5 542 1161 1708 4.4 8.7 1.3
40 39.8 14781 11 750 1475, 2236 3.5 7.1 1.? ·__
45 49.0 25158 ' 7 980 2011 2998 2.2 44 0.5 __
50 73.1 21480 13 1093 2310 3416 2.0 4.0 0.8
55 548.1 34698 98 7770 21764 29622 '1.4 2.6 0.5
!
50 93.3 87038 28 2340 7103 9471 1.1 1.9 0.3
55 149.9 42528 41 ' 1789, 3878 5708 .0.8 1.6 0.6
70 93.0 47~'P 24 763,. 2016 2803 0.6 1.1 0.5
I
LAKE DR.
WI
2.585 Z
TH-lO1
TH-212 l'o
CRASH DATA
2000 - 2002
TH -5
o LYMAN
W. 96'1-h
0 / P[ONEE, R
HALLA NURSERY
· CT.
LA, j
...L3 - Mnth\TH-101\101(l~?.12-5.dgn 04111/2003 09:39:54 AM
~e. ci
TH-Z12 TO TH-5
01/01/2000 - 12/]1/2002
ACCIDENT-HATH IX- SUHHARY
PlNTH ROUTE SYSTID! - ROUTE 101 - BEGiNNiNG AT 00~1~0.~ - ENDING AT 012+00.770
PAGE 3
AID.ACC-DIAGRAH
FAT INJ-A INJ-B INJ-C INJ-TOT PD TOTAL
.... ....,.,....... ,,,............ .......
O0 - NOT APPLICABLE ACCIDENTS: 0 0 Z 1 3 5 8
PERSONS: 0 0 2 1 3 N/A 3
01 - REAR END ACC[DENTS: 0 0 0 & & 3 ?
PERSONS: 0 0 0 8 8 N/A 8
ACCIDENTS= 0 0 0 1 1 1 2
PERSONS: 0 0 0 2 2 #/A 2
02 - SIDESUIPE PASSING
ACCIDENTS: 0 0 0 0 0 1 1
PERSONS: 0 0 0 0 0 #/A 0
LEFT TURN iNTO TliAFFIC
04 - RAM OFF ROAD - LEFT SiDE ACCIDENTS: 0 0 1 2 3 3 6
PERSONS: 0 0 1 3 & #/A 4
05 - RIGHT ANGLE ACCIDENTS: 0 0 0 4 4 5 9
PERSONS: 0 0 0 6 & N/A 6
07 - RAN OFF ROAD - RIGHT SiDE ACCIDENTS: 0 I 4 7
PERSONS: 0 1 7 9
12 17 29
17 N/A 17
08 - HEAD ON ACCZDENTS: 0 0 0 4 4 1 5
PERSONS: 0 0 0 6 6 N/A 6
O~ - SIDESWIPE Oi~POSING
ACCIDEHTS: 0 0 1 1 2 3 5
PERSONS: 0 0 3 I 4 N/A 4
OTHER ACCIDENTS: 0 0 0 2 2 2 4
PERSONS: 0 0 0 2 2 N/A 2
9(~ - UNKNO~ ACCIDENTS: 0 0 0 0 0 6 6
PERSONS: 0 0 0 0 0 N/A 0
..... TOTAL .......... ¢
ACCZDENT$: 0 1 8 ~ 35 4? 82
PERSONS: 0 1 13 38 52 N/A 52
A.PR 11,2003
--- C)~ ~ ~ SgC'I1'C~ ********IN~O~********* ~E' I~'
SYS I~MCITY POINT POINT ~ ADT FAT A B C&I]TO~LD~M~ TOTAL ACC ~ FAT
MiTE 101 009+00.038 0124-00.770 3.716 4660 O I 8 26 35 47 82 4.3 9.9 0.0 17 20.7% 24.6i
IJEt"ROA~ W:IiULT, 2-LAN~ 1.3 2.7 1.6
SUBOitBAN2-IiM~2.3 4.8 1.1
15.2% 12.8%
18.4% 16.2%
· ~,-,~,-- EXISTING 30 MPH SPEED LIMIT
x ALL-WAY qTnp
~,~ · ~ ~ TRAFFIC SIGNAL
~ //// J .,T~~,.~, SCALE IN FEET
2000 POP. 20,321 ~ ~ c~
~y 1~ ~ JAY
~ ~Y CT,
P~ge 1 o'1' 2
3mple Number
~,h N.B.
]rcen,lle
)eeds S.B.
, MPH N.B.
]ce S.B.
N.B.
In Pace
S.B.
SP3
CT. ~
:SP 2
IZ4. UAYFZELD CT.
CT.
WAY W.
~ I'FJATLAM) CT.
130, MISSION HILLS WAY E.
132. STOM~ ~ RD.
~33. STO~ CRE~ I.,A. W.
]34. STQI~ CRI~X LA. E.
SPEEO SAMPLES
w. 9~th ST.
U,I. ~ CO~
US. GN. IA¥ ~
11~,, J 'IR,
UT. TOFT COVE
11~. l~ CT.
LOI~ MEN~ PT.
L Y"..~-' ~
11. ~th ST.
Sample Number I 2
Peroen'i'lle --
Speeds S.B. 4;) 43
__
10 MPH N.B. 34-43 38-Zl
Pace S.B. 34-43 35-,~
__
Y. ]'n Pace _N.B. 81.6 83.E
S.B. 77.8 85.~
14~ PARIGAM) lAY ~
147, S~lOl~'YJ~ql CT. '1-
CHANHASSI~N
2000 PoP. 2o,321
COw
EXISTING 40 MPH SPEED LIMIT
PROPOSED 40 MPH SPEED LIMIT
0000 2000 AADT
X ALL-WAY STOP
)[~ TRAFFIC SIGNAL
$13~ SPEED SAMPLE
~TE~ FEBRUARY, 2003
0
! I
SCALE IN FEET
PcN]e ! o'1' 2
REFORM.
FOR
WOMEN
FIELD SPEED SURVEY SHEET
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