Work in Progress: Moving from Outside to Inside - Traffic ...
Traffic Speed Report No. 90 : Progress Report
Transcript of Traffic Speed Report No. 90 : Progress Report
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lIBRARY
TRAFFIC SPEED REPORT No. 90
CIVIL Ui&JhHlllht
01.5/LIBRARY
JUNE 1913 - MJMBER II
w. LAW
G. It STAFFORD
W.8. LUTTRELL
TUfflC SPEED U-PORT SO. '0
ro, ,. •• IIcl.au,hlln. Director ,~.". I,nJoint lII,h..ay bnnch ProjeCt
File: • - 3' lFROM: ... ,. Michael • A••oclate Director
Joint III,h"ay Resench Project Project: C·J6·IOC
The attached Pro,re •• Report So. '0 on Trarrlc Sp.cd.is the repon or tile un .tudY or rrce-n .... l.II, aut...ohile0.01 t ....ck .p.ed. on runl. tan,cnt. lewel ncUo". or Inter'Hate. 4-10"• .,,01 2-lane Iti,h..ay. In Indiana. The reportha. b••n pr.pared by IIr. W. I. I.." •• Gradu.t. In. true torIn l •••• rch on our starr. under tile direction or Profe••orII. L. Michael. The dau "ere collect.d by '!e.sts. C. I.SUfford and W. II. Luttrell or our .uff.
Th. re.ult. Indicate an Incrca.c or 0.]] ~ph In thcay"ralC .peed of all pa••enger c.r. and an Incrc.se or D.".plt fa.- heavy truch to that or thc I'll .tudy. A .i.plcIIn.n repr.ssion analy.l. oycr the hst clewen years (1'627Zj indic.ted that there ha. been an '"crea.ln, trend In.peed ror oo.t ela•• lrieation. or yehiele. a,,01 hi,h..ay. orbet..cen O.S and 1.0 "I'h per ye.r. Speed. yalues ror tit. pastre.. years. Ito....cr. Ind.lcatc tltat thc 'nerea.ln, t.-end isless today th.. it ..as fiwe or .1" years a,o.
ropl", of tltl. report are re~ue.ted for relea.e to thcIndiana State Police. the Indiana Traffic Safety Council andthe Indiana Office of Tnfflc Sarety as a no...al procedureror these reporc •. Coplc. will also be sent to the fcder~l
IU,h..ay Ad.l.nlstration and seYeral depart.ents .. I thin theISIIC. The repon i. presented for the record and for releaseas noted.
Respectfully .UIlbitud.
# 4/4P~"""III.M'_ Harold ,. Mlt:hael
Associate nirector
cC: •• ,. Dolch •• ,. Hayes ,. •• Scholer•• ,. Eslte.. e •• Loycll •• •• Scott•• ... CoUt ,. •• Marlts ,. •• Spooner•• ,. Cun..lller •• ,. Miles •• •• Steinke"",. •• lIailock ,. •• Millcr ... ••
,. Walsh
•• ... Harrell ,. ,. Saturly •• ,. Yoder
TRAFFIC SPEED REPORT NO. 90
>,
lI'inl·J::vonl La..Graduate Instruetor in Researeh
Ceorle J::. StarrordTr.rrie Enlineerinl Teehnieian
~.
Bronson LuttrellInstruaents Teehnieian
File No.: S-l·l
Projeet No.: C-36'lOC
Purdue thIiversityLarayette, lndi ....
June 13. 1971
Digilized by the Internet Archivein 2011 with funding from
LYRASIS members and Sloan Foundation; Indiana Department of Transportation
htlp:lfwww.archive.orgldetailsllrafficspeedrepo90Iaww
ABSTRACT
This report is the annual continuing study of speeds
of vehicles on runl Indiana lIighways. Observations of
spot speeds were taken on Interstate, four-lane, and two
lane high ... ays throughout the state during the ~onths of
June, July and August 1972.
Analysis of the speeds sho...ed the overall average speed
for passenger Cars "'as 65.20 ..iles per hour. The overall
aver.ge speed for heavy trucks .... s 57.56 miles per hour.
This was 0.33 mph mOTe for passenger cars and 0.79 mph more
for trucks than sillilar data given for 1971 at the $3l1e
locations (except for station 10 ...hich had been shifted 0.8
111le north...ard).
Sillple linear repression analysis sho... s an overall 0.75
..ph increase of speed for all classification of vehicles and
high... ays over the last 11 years. This trend is a bit less
than that of a ten year period cnding five or six years ago
and appears to result frolll a "leveling-off" of lIlaximulll speeds
in recent years.
(See Figure A)
Interstlte Highways
'-' lIiles south of Junction " "LO .ile west 0' Junction " '"LO mile east 0' Junction 0' Post Road
,"S miles north of Junction of SR 16.
Four Lane High~ays
'-' .,ites south of Junction of SR "L. mile east of Junction of " "LO mile north of South Junction 0' "
,LO mile ~est 0< Klondike
"0 Lane IliShwlYS
LS ,.ites east of Junction 0' 1- 69
'-' .. ites south 0' Chalmers
,.. .,11es south 0' Rochester.. , Illi 1... west of Americus
9. U.S. 15
10. B.R. 41
11. U.S. 31
12. S.R. 25
TRAFFIC SPHD REPORT NO. 90
This report is an analysis of spot speed observations .
• ade durint June. July and August 1972. All observations
~ere .ade of free-flo~ing vehicles on level, tangent sections
of rural hith~ays during daylight and under favorable condi
tions. The Sa"e locations On selected Federal and State
highways as used in 1971 were used again e~cept for Station
10, which has been .oved 0.8 .iles northward to as eQuivalent
a site .. possible to the original site. All other locations
except station 9 have been the same for "'any years. Stations
were classified as t~o-lane, four-lane, or interstate highways.
A representative sallple or .pot speeds ~as obtained at .. ach
of the four stations in each classificltion. The site loca
tions were as follo~s:
5. U.S. II
6. U.S. 52
7. U.S. H
8. U.S. 52
1. '-69
Z. '·65
3. )-14
4. 1-65
,The vehicles were classified .s Indiana Or Non-Indiana
Passenger Cars and Light (less than 5000 l~s. gross weight)
or Heavy (equal to or eore than 5000 Ibs gross ..eight)
Trucks. The analysis ...as performed as classified and cOm
bined, passenger CarS Or trucks.
The Iluil".... speed limits in Indiana are as follows: 10
aph on interstate highways and 65 mph on other rural highways
unless othe .... ise posted. The state limits were applicable
n ell stltions of this study except for Station 11 "hich
lid been posted at • 60 mph lillit. This 10'ol&r speed Ii.lit
appeared to have little effect on the treffic speed. (Sec
Table 11).
Equipment and Field Procedure
The observations for this study were obtained by \lse of
In "Electro... Ut" Radl Speed Meter. The lIleter ...s placed
approxi.ately four feet from the edge of the pavement at
anglu less than 100 with the hi,lt:hway center line. So
corrections of speeds were necessary at these s=all angles.
At the beginning of the study the accuracy of the meter waS
checked and any constant discrepancy of readings was corrected
accordingly.
Results of Analysis
The data collected were analyted and summarited in Tlble
1 to 12 1n the Appendix. Tables ll, 14 Ind IS sUlllll3rite the
data for interstlte, four l.ne_ two lane highways respectively.
Table 16 is the sum..ry for all highw.ys.
•The average ~peed for each classification of vehicles
on each type of highway for this study "as 's follows:
Interstate four Lane Two Lane
61.97
62. 41
68.69
64. !l
64.32
70.94
69.11
69. S5
74.37
Passenger Can:
Indian.
Non- Indiana
8S Percentile (all)
Tru<;ks
Less tlln sooe Ibs. 63.67 59.37 58.25
5000 lbs or ..ore 60.93 55.19 $S.61
The percent of vehicles exceeding the speed limit for
each classification of vehicles and each type of highway "as
IS follows:
Intentate Four Lane 1"o Lane
Pantel"" Cars:
Indiana
Non-Indiana
Trucks
Les. than 5000 Ibs.
5000 lbs or mOre
41.96
43.22
13.64
3.95
H. SO
48.47
23.08
4.26
29.47
32.17
14.12
4.55
;
The percent of vehicles traveling 5 mph or mOTC above
the speed Ii.it for each c'so ~a5 a. follows:
Interstate Four Lane Two Lane
11. 10
1. a!
18.20
20.2S
n.78
12. 71
Passenger Cars:
Indi.n.
Non-Indi.n.
Trucks:
Less tllan 5000 lb.. 3.03 10.26 3.39
50110 lb. Or ..Ore 0.00 0.43 0.41
The results of this study and similar studies conducted
since 1961 are tabulated in Table A. A siMple linear
regression .n.lys;s on these results was conducted and a
sUUI.ry is given in T.ble B.
A linear relationship hetween speed .nd year ....5 assumed
with S the esti••ted slope of the Huight line. Four
hypotheses were tested (8·0.5,8·0.75, 11.1.0 and B· 1.5)
in order to pl.ce values on .nnual trends. It was found th.t
an incre.se of • 0.75 mph/year tTend existed for ,II caSeS at
the 95\ confidence level.
A graphical representation of Table A and B is given in
Figure B.
•TABLE A
SUMUJ,Y OF SPOT SP£Et1 OasUVATlOl' Oll l~lllAKA HIGHWAYS
(Ffu-ao.inl Yehlcle, on L.~l! Taneent section.)hunlH Cars TTuch
I lid. Son-Ind. '" '" tilht Iluvy '"MUll Me.n MUll m linn Mean lIe.n
Two-L.ne lit,,,...,.Au,. ." S6.1 H. S S7. C 61.7 51.1 '9.3 SO. I,~. ... 56.9 S7.7 S7. Z H.O 5203 41. , .'.7July ... 59.1 60.1 59. S 66.6 Sl.' 51. 7 iZ .•sept. ... 51. Z 57. , 51.1 U.6 S' • 3 50.6 H.7s.pt. ... 60.1 51.S 51.9 65.5 SS •• !>O •• SLC,,,,. ." 61.0 61. 9 61.3 n.D n.' H.' 52. 7JUII. ... 61. Z 62 .• 61.S 61.1 H.' S'.2 $I .3July ... U.1 H.6 64.7 71. , 60.5 55.9 51.9July ." 62.1 61 •• 62.1 6'.9 59.0 H.' 56.7July 'n 61 . 4 60.9 61. ) 61.0 SI •C S~. 0 55.6Juu 'n 61.0 62 .• 62.0 61.7 U.S 55.6 56.1
four-L.ne 1I!''''''7'A.... " 59. Z S~. 3 59 • l 6S •• SC.7 51. ) H.9,~. ·U 60.' 60.6 60. S 66.S H.D ta.6 5 I . 1July ... 61.5 61.0 62.0 69 •• 55.1 5'. S s•. Ts.pt. ·U 60.1 n.l 6l.0 61.2 n. S 53. I 53.1Sept. ... n.l 64.3 61.5 69.0 51.7 Sl •• 5_ .1,,,,. ." 64.1 6 5 • 7 6Soll 7C.3 57.0 5_ . Il 5_. 9Jllne ... 64.l 66. l 64.9 70. _ 51._ 55._ 56.1J",ly ... n.7 61.1 67.9 U.6 6C .0 51. Il 59.6Jill Y ." 64.6 64.1 6_.5 7G.6 59.7 H. G SC .1Jllly 'n 6_.1 65._ 6_.7 7G • 1 59 •• 56. _ H. _
J",ne 'n 64.1 64.1 64.1 7G. 9 59 • 4 H.2 P.I
Interstete HI.h.... ysAll' • ." 51.1 59 • 1 51.1 65.6 H.I SL7 51.2,~. ·U 59.7 61. 2 60.1 66.1 $S.2 51.5 52. 7Jllly ... 11.9 64.0 62.7 10.5 56 .• 5'.6 55.2sept. ." 61. 2 62.1 61.5 61. 7 54.9 B.6 Sl.9sept. ... U.I 61.1 62. 5 61.5 56.1 54.9 55.1All' • ." 66.4 61.1 61.1 73.6 60.0 56. 9 51.5,~. ... 66.2 67.9 66.1 n .4 60.5 51.9 51.5Jllly ... 70.2 71.1 71l.6 16.6 65.1 59.9 &I ••Jllly ." 69 .1 69. Z 69.2 74.6 61.1 59.6 6G.5Jllly 'n 61.1 61 • 1 61 • 5 n.1 64.1 59.4 6G.1,~. 'n 69.1 69.6 69.1 14.4 61.7 60.9 61.1
All Ill.hll.y",., ." 51.2 51.7 5I. 4 65.1 54.5 51. Z SI.I,~. ·U 59.0 59.9 59.1 65.2 S4 • I 49.5 51.1Jllly ... 60.1 62.' 61.5 69.1 55.1 51.7 5_ . 1sept. ." 69.9 60.9 60.1 66.7 5' .9 S2.6 B. Isept. ... lol.l 62._ 62.0 61.0 56.7 51.7 B .•
''''. ." 61.9 65.1 64.5 71.4 56.1 54.6 55.1,~. ... 61.1 66.6 U.S 70.1 51.2 56.2 56.5JIIly ... 61.1 61.1 61.9 7S. I 62. 7 57.9 59.5Jllly ." 65.1 66.1 65.5 72. 2 6C.l 56.4 51.5Jllly 'n 64 .1 66. J 64.9 71. 9 60.1 56.1 51.9Jllne 'n 6' .1 66.9 6S . 2 12.2 6G.l 51.6 5I •6
,
00
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,Summary and Conclusions
The average speeds in this study ~ere found to be O.S}
.ph higher for passenger cars and 0.7S mph higher for heavy
trucks than the results of 1971.
The simple linear repression on the results of the past
eleven years (196Z-1972) concluded at 95\ confidence level
that:
1. Thele has been a 0.75 mph/year Average annual
speed increase for the follOWing nine classifications:
D. Interstate Passcnger Cars as-percentile,
b. 4·18no Passcnger Cars as-percentile,
c. 2-1ane Passenger Cars as-percentile,
d. Mean of all passengor cars.
e. Mean of all light truck.,
r. MeBn of all heavy trucks,
g. Interstate Heavy Trucks IS-percentiles,
h. 4-1aoe Heavy fruckS IS-percentiJes,
i. 2-1ane Heavy Trucks IS-percentiles.
2. The speeds of the past 5 years indicate that the
increases during this period have leveled off com
pared with the period 1961-1967.
The increase in mileage of high type highways such as the
interstate system and the gTowing percentage of vehicles viola
ting current .axi_us speed li.its tend to support the belief
that drivers select the travel speeds they consider safe
irrespective of the .aximum speed li.its.
"
Determination of Sample Size
It ~.5 desired that a 95' confidence interval of the
true mean of the speed of passenger Cars khould not be wider
than ZlIph. for trucks ..."ighing 5.000 lbs. or lIore • 95\
confidence interval with. 4 .ph band .... s desired.
Assu.ing a normal distribution of speeds and using the
standard deviation of the 197J data, the lIininuII s••ple site
for hssenger Cars: [, 1.96 '"],, •
, ,,For Heavy Trucks:
, • [" 1. 96 X6.64] 2,• 216 observations
• 42 observations
NOTE:
At all stations. at least 330 p.sseng~r ca.. observations
and 46 heavy truck observations were obtained for the study
reported herein.
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