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W. U. VINTON L, C. TERWILLIGQER
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A STULY OF LAINTENANCE COSTS
ON CERTAIN MICHIGAN TRUNK LIXE HIGEWAYS
TO CETERMINE THE

RELATIVE ECONOMICS OF MAINTENANCE OF SURFACE TYPES.

A THESIS
SUBMITTED TC TEE FACULTY OF
TEE MICHIGAN AGRICULTURAL COLLEGE

BY

i" . Le {
W. US VINTON L. C. TERVWILLIGER

CANDIDATES FOR TEE DEGREE OF
PACEELOR OF SCIENCE

JUNE 192e
THESIS

VOR, |
TABLE OF CONTENTS

Preface . . . « 6 © «© © «© © «© © © ©
History . . « «6 « «© « © © «© © © eve «
Metheds cf Maintenance .... « « -
Traffic CensuS . . . «© « «© «© «© © ©
Method . . ee ee ew ew te tw ww
Vehicle ilile Computation ..... -»
Conclusion . . « « «6 «© «© © © © « «© +
Pictures of Road Types ....e © «
Traffic Summary . . .« « © e+e « «© 6 «
Maintenance Reports on T.L.R. No. 17
Vekicle Mile Costs from Prints

Vehicle Kile Costs accordin> to types
Final Sumrary of Study ....e« «es.
Appendix 1. Prints of following T. L.

ace No.l
~ ee 2
~ « 3
oo e 4
ee 5
~ oe 6
» . « 10
le.-. 17
18 —- 38
a9

4O - 59
60 - 73
74

Routes 10, 11, 12, 14, 15, 16, 17, 20, 21, 24,

34, 39, 47, 52, 64, 76, 60.

1045153
PREFACE.

No definition of any profession has had wider
circulation and wore general acceptance than the old
one formulated by Tred.cold and adopted in its infancy
by tne institution cf Civil Engireers.

"Encineering is the art of airecting the great
sources cf power in nature ror the use and convenience
of man".

But the deftnition aces not iimit the field of
engineering and the definition might reach to science
an general.

Wellington, it seems, came closer in tne
rollowing:

"Engineering is the conscientious application of
science to the problems of economic production."

Since engineering in the comron sense consists
in solving probleirs in economic construction and operation
it should be apparent to all that cost data are of primary
importance to everv enzineer.

Comparison of unit costs is tke only scientific
criterion by which to judge the economic merit ofa
structure, a machine cr a method of doing work and it is

with this in mind that a comxvarison of the cost cf

-
maintenan ce cf the several tyves of surfaces of

wilghways of tnis state are dealt with in this treatise.
This work was carried on under the supervision cf

G. C. Dillman, Deputy Commissioner cf te Michigan

State Highway Depvartrent, and it is to him and his office

force that we owe tne possibilities cf makine this

study.

HISTORY

Michizan has approxizately 6700 miles of State
Trunk Line his:zways laid out in accordance witn certain
acts of tv-e legislature, the first legislation of this
sind bein= enacteu in 1913.

In 1919 the law was changed in that all con-
struction and maintcnance reretofore supervised by the
counties was to now be transferred and all maintenance
and construction of these State Trunk Line rovtes were
vo be put under the direction, supervision and control
vf the State Highway Commissioner.

The State Hishway Commissioner contracts with
all counties tze first of each year for trunk line
maintenance for the ensuing twelve montns. These con-
uracts cover all work to be done as near as can be

estirated and this cost is net in tre first instance

o
oy counties. The State Highway Department then refunds
-o tre counties every trree months from five to fifty
percent of the total account svert, upen azoroval of
itemized statements of county expenditures. The
percentage the state and county ray in each instance is
based on the valuation rer trunk line nile fcr each
county.

The valuation per trunk line mile is
determined for each county by civining the equalized
valuation for each county py txuree times the nunber

of surveyed tcownsnirvs in the county.

LETEODS OF MAINTENANCE

All Trunk Line routes yassing throuch or
in connection with counties are diviaed into sections
(as shown in Apvendix 11 on blue prints) fer convenience
of handling the work and as an aid in keepine accurate
cost data on maintenance.

So far as is practicacle one maintenance
S8ecticn covers but one type of surface anz it is with
tnese one tyve sections only tuat this thesis deals.

All maintenance costs are aistributei to

tue following items:
1. Work on grade.

e. Brid-es and culverts.
3. Dragsinz and ratchine.
4, Dust Layers.

AN

» Resurfacing.

Snow removal.

ON

7. Roadside clantine.
Suzervision is an item of consiierable amount
in tee agerezgate but the percentaze is small for

aollar spent and is not consiaered in connection with

this study.

TRAFFIC CENSUS.

The State Hizhwav LDenartment crganized for takinzg
traffic census in most counties in lichigan curing the
Summer of 1921. Census wastaker at certain vreietermined
Stations, tne stations being located where traffic varied
fron. the lightest to the kteaviest. In most cases the

census ceriod was from 7 A. ww. tog P. M. , a totel cf

14 hours , however, as some stations were adjacent to
the larger cities twenty-four our counts were taken.
Before making a study of the census all cf these were
reduced to a twenty-four hour bvasis by addins ten percent

to all fourteen hour counts.
The State Nicshway Derartment 248 computed
fron various traffic census tnat the averaze trunk
line road carries a traffic, from G9 P.M. to 7 A. U.
of aprroxirateiy ten nercent of the traffic of tre
day.

This traffic census taken in 1921 carriea with

it a cost of approxinately ¢8,000.

wT HOD

AS was menticned in the Preface tre only true
System cf ccomsarineg tke economic merit of a proposition
is by @mearision cf unit costs, and the unit rere
consiaere. veins the maintenance vehicle mile ccst i.e.
Tae cost of maintenance on a road for the passage of
one venicle over one miie of surface.

Of the eighty-nine trunk lines in the State of
Michigan tiis thesis covers 17 which are typical cf the
weole system.

In this study six tyzes of road surfaces were used.
They are with viefinition as taken from Blanorards'
American Hichway Enszineer's Hand Books as foilcws:

l. Earth. <A resdway comvosed of naturel earth

material.

a1
e. Gravel Reads cf three ty:.es. Natural gravel
roads, roaas built by tre surface netnod of constructicn
sna roads ocullt by the trench :ethol of corstruction.

3. Vater Bound iiacadam. A read crust composed
cf stone cr similar .aterial broken into irre-ular
freements com acted tcesetner so as to be interlocked
r bound +o tre utmest possible extent.

4, Bituminous Vecadan. A read Uavins a wearines
course of nacadsm wit: tre interstices filled by a
penetration ret.ccd wits. a clitumincus tinler.

5. Cement Concrete. An intimate mixture of
zravel, Shell Sia or oroken stone rarticles with
certain zroportions of sana or Similar materiel, cement
and water made ~<revious to placinze.

6. Bituminous Concrete. A read ccnreosed of
broken Stone, broken slag, gravel or cnell without or
With sand, Portland cement, fine inert materiel cr
com linations thereof, anda bituminous cerent inccr-

veorated to -etner cy a nixins: rethed.

VEHICLE ILE COST COMPUTATION.

Ag to tne rethor of conputin. tre vericle mile

CD

cost, we will feserit:e from tre taxin. of tre traflfic census

to tre final conclusion, the retioi used on Trunk Line
Route Uo. 17 lyir= between Cadillac Square, Tetroit to
tae intersection witn Trunk Line No. ll at Vatervliet.

Durins the Sumer cf 1921, as sas been stated,
the State Hisnavay Desartment authorized the County Road
Commission cf each county in tne stete to take traffic
census points cn State Trunk Line routes determined by
tae Maintenance Teparti.ent.

me census were taken at t:ese predetermined

+3

th

ceoints in tre followins wanner:-

A count as shown in (Appendix 11) was taken at
Junction cf Trunk Lire No. 10 and No. 17, VLearsorn
Township, Wayne County on Tuesday, Ausust erd cf the
followins kinds cf vehicles.

1. Single horse
» Double team (Light)
. Double teem (loaded)

. wdotor Cycles.

. 5-7 vassencer cars.

e

3

ub

5. e2 Passenger cars.
- |

7. Busses.

&

Cs5s

3
i

» «Otor Trucks e tons and
GS. Motor Trucks 2-5 tons.
10. Motor trucks 5 tons and cover.

ll. Trailers.
 

The sane count was made on Wednesaay ard again
on Saturaay the 6tr. and so on until a week of traffi
data cad seen cornzrleted.

Generaliy courts were taken on a certain day cf
ti.€ week and then wait two weeks and one day and take
anuctner count until the week was ccnpleted, thus setting
an averase ccunt wer Gay cver a ceriod of several montis.

After tie counts were taken tre data was sent
to tie State Hichway Tecertment to be filed. It was at
tris vroint tiu.at we taxe ur the studv cf lisintenance

4

ericle Lile cost.

<q

On tracing cloth, mileace cf surface in convention
was platted as shown on prints in Apyerdix 4. Cities,

ma naintenance sections were also riatted

m

county iines
in treir prorer iccaticn.

The next data invelved was teken from maintenance
cost sneets shown in Aprenaix 3. This cata was collected
from the different counties throulh waich state trunk
lines were routed and maintained, and taouiated acccrcing
to trunk lire rcovte numbers.

Maintenarice costs cn this stieet were Tirst tabulated
per section cost and this fissure, givider oy tie nurcer
of niles in tye section, save the average maintenance
cest «er wile cver the section.

In plettin=s onte te tracinss showi in Azyven.ix 4

tue treffic census rer é€4 hevrs wis clatted at its
respective tositicn on tre laycut cf tne trunk line.

A traffic curve was then dravn throu’? these roints.

—?

Tné averazve maintenance cost was vlutted according te

a c

Sections in a vreavy actted line.

4

In orzer to compute tie venicle mile cost as

Ned
oo

U.

per exanple on Sec. 4, Weyne County cf Trunk Line route

+
ib
+

4

Ro. 17, tre traffic curve was first reac end tre
averace amourt of traffic rer &4 hours determined by
settins tre mean of the curve cver tre el miles in the
Secticn,

Slice tie maintenance ccst is civen ser year
it is necessary tc use the amount of traffic cer year
also.

Tails was found by multiplyins tie average nucter
of vehicies ~er 24 Lours pny tie constant COO which is
& ficure as has been stated, was cetermined by tre
Jaintenance Divisicn cf tre State Histway Devartment .

Tre average caintenance cost -er wile per year
dividec by tre traffic ser year wrick is comruted by
srcauct cf daily traffic tires <CO, ~ives tre
venicle mile cost cver tre varticular section which in
tne examcle stated isi-

41606 + 2100 x 200 = 620,00C vehicles a year.
C

 
anik.co « ’ .CO1lES =- Vehicle rile ccst.

nis was tren clettea in horizontal solid lines
cove eacn secticn.

This sase crocess was carries thrcush on the
eeventeen trunk line rcutes taken in tne strdy and
a final cumuary which is skown in Sec. B cf AvsenJiix
l was rede after tie :aterial in Sec. A of Av vendix 1
had veéen taken from tre ~oints.

In tre cum. .ary it was only possicle tc use
maintenance sections containing one surface tvp.

Tnese sections end vehicle mile costs were
taculatec and averaged oy adding the total vehicle
Section costs 2nd Aivicinrg by the total nunvoer of miles
cf t.e tyce taken.

Thus tue fisures arrived at in tre final sum:

(0

Ww)

ry
is the average vehicle rile rainterance cost for each

tyve considered.

CONCLUSION

In conclusion, it csn ve Said tnuat a Study of

this sort is very .enerel in its character thoush it

covers the various tys,.es cof hichways in every «art cf
the state and er.bracins practically every tyne of
maintenance, surface, kind and amount of traffic
which our Ltichi¢gan hishways encounter, it scives
fairly accurate results.

The comvoarison cf tr.e vehicle mile maintenance
tyre costs skow that rer vehicle, an earth road
requires rore raintenance tnen the other types
considered. ‘(revel reads seer. to : ave tne wean at
about .57 of a cent per vehicle mile.

Biturinous and cement concrete require according
to this study .18 and .36 of a cent rescectively.
Water oound and bituminous wecadam uphold a vehicle
mile cost cf .6 and .36 of a cent each.

The poscibiiities of carryir= this thesis
further to fina tre tctal vehicle nile cost of each
tyce insteaa cf the naintenance vehicie mile cost
would zive a true comsarisan of tre economics of

the severs1 surface tyres involved.
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