The Jasper weekly courier. [volume] (Jasper, Ind.) 1858-1922, 1909-02-19

ldu0 1EllNlL tHtlflrs NOHAlfD0'a =
one part ol sailors Portland Cement
tor any cement equal in quality,
Two parts on plain sharp sand, ana
five parts 81 good durable Limestone,
broken fD pass through an one inch
ring. Such concrete sn3l BE- mixed
.0rv IN the above proportions and
sumcient water added 70 make y
work we'll The concrete shall be
laid in the forms in not more than
six inch LAYERS we'll rami-ed until
the mortar is flush.
The exterior walls shall be neatly
itrOwelled.
BRIDGES
IS Bridges OF steel beam
paftern with steel ra Hing shall be
constructed al such places in the
roadbad ana OF the Length and span
and depth of foundation as shown
Ion he profile.
V The foundation shall he Of the
steel leg paftern upon six by twelve
.nch mud slls. with wings ON each
side nf each ahntmenf OF the lengt h
lof eight feet or as designated on
u profile. constructed IL the sa me man
ner provided FOR abutment founda-
.liious. Each set OF wings shall be
.lanshorod together through the road
\ way. by two anchor rods three
.ilonrths ol an incn diameter. The
, |aiiutment foundations and wings are
10 be OF concrete hllpd 10 around -
isteel le.s. proplrtiOled I 25. 10
! the same thickness as steel legs and
! dimensions as per profile The clear
t, width az the roadway shall be six.
lieen feet bridges shall be- design
/ I'd to sustain live load u one hun
dred mounds per square foot iOoi
! surface. Flooring 10 be three
inches thick. white oak. Workins
drawings of all structures shall b'
a Submitted 10 the engineer and su
7 perintendert for their approval be
(. I4orc the wCrl. of erect ion bot gins.
ROAD MATERIAL
10. Upon the foadbed graded
!, and compacted rs provided for il
i rticie rhi, een G3) snail be sprea
Z between shoulders OF dirt, whicl
shall be eight inches high. eight #
apart eQuithstant from the cente
line of the roadbed. a layer OF cleai
inard limestone or other stone equall
as efficient approved by the engineer
I free fIom dust anG dirt, 10 dept
!, .f not less than eight inches; sal
IA stone 10 be OF an even depth owe
the width OF said space Of eight fee
:. ,of said roadbed as provided hereiI
The stone shall be Of a unifOri
luality and durable broken as neal
lr a cube as possible. and OF si7
% PASS through a ring OF dinner
:. sion depending on the rock used an
,lo be determined by the eDginee
N The layer OF stone shall be layed
~. Ma Uniform and even manner. NJ
less than .Of3 cube Yards of roc
Is above provided snail be used o
n leach lincal mile OF this improvement
= Upon the LAYER OF stone as aDoN
\. provided shall be spread a layer I
=, .mestOne screenings or river grav'
Tito uniform depth to be determine
~ ily the kind of stone used as abo'
designated. and approved by the q
:. laeor and superinte ndent in char.
81 construction.
Aftr spreading such screenin.
q Gravel as above proN ided u
-. anne snail be compa cted by roll'
weighing not less than twelve toi
and ali dcpressiOrs appearing {
II the surface OF the roadway shall
nlled as the rolling progresses. y
n, less than ive hundred and TWEEN
cubic yards OF such screenings sha
y. be used upon each lineal mile of th
improvement.
-" ESTIMATES.
"a. We further report that the es
~ mate Of cost Of said Improvement
~ including bridges, culyerts. surv'
~ cost Of election. attorneys fees. dal
!, ages. grading. rocking and ever
~ thing necessary for the completi'
~ ~ OF the same according to the pla
and specifications is rs follows
~ No. | Shoals Road .S 5000
80. . French Lick and
Jasper Road ..-... 1900
:, No. g. Depot Road ~ 500
- 40. a. Haysville and Jas
.us per Road ....... 12,100
- Total - s23,SOO
~ -, All OF which is respectfully 81
a