The Jasper weekly courier. [volume] (Jasper, Ind.) 1858-1922, 1909-03-05
JASPER, INDIANA, FRIDAY, MARCH ), 1909.

walls. twelve inches I'm thickness and
projecting one foot above and
eighteen inches on either side. hOri-
zontally beyond the external dame
ter OF the pipe and 10 such depth as
will insure against WashOuts which
depth shall b. determined by the
engineer All masonry shall be con-
istructcd of the best quality OF Port
Z ltna Cement Concrete composed o.
lone pAit OF sailors Portland Cement
7 fer any cement equal in quality
IfN- parts Of plain sharp sand, and
tve par,s oi good durable limestone,
broken 10 pass through an one inch
lr.l z. such concrete snail be- mixed
Iors in the above proportions and
sufficient water added 70 make IT,
work wen The concrete snail be-
Laid in the forms in mo- more than
six inch layers. well u.n.med until
The mortal is flush.
J The exterior nails shall be neatly
.trowelled-
RRiNtsi,~
Is BRIDGES 0f steel ~ beam
pattern with steel railing shall b.
constructed ~ such places in the
rCadbed and % the length and span
and depth Of foundation as shown
'on ;he profile
TIE foundation shall be Of thu
steel lex pattern upon SIX by twelve
inch mud sills with Wigs on each
side Of each abutmenr of the lengt b
Of eight feet or as signated on
profile. constructed in lhe same man
, ner provided for abu,ment founda-
tiOrs Each set OF wings shall be
ansi bred together through the road
way hy two anchor rods three
= fourths of an inch in diameter The
! abuimeut foundations ard wings are
To- be OF concrete filed ID around r.
2 steel legs proporti0ned l.2.5. 10
= he same thickness as steel legs and
I imensions as per profile The clear
& width %. the roadway snail be SIX
\ teen feet Bridges shall be- design
/ ga TO sustain live load of one hum
: dred pounds pe. square foot floor
: surface Fl0orlEE t1 be- three
inches lict white oak. Working
drawings of on structures shall De
! submitted 40 tie engineer and SUI
! p,rinteu for their apprsyal be-
r to~e the work OF erection begins.
: ROAD MATERIAL.
. Road one, two. ald three shall be a.
\ fol oWs.
n 10. Upon the roadbei graded
: and CON pacted as provided for in
+ .arace thirteen tl3l shall be spreaC
+ between shoulders OF dirt. which
: shall be- eight inches high eight 4 q
j. part eQuidistant from the center
) lire Of the roadbed a layer Of clear
/ IA 4 IN
2 free from dust and dirt. 10 a depti
a If lot less than eight inches; s1It
, stone TO be of an even depth owe
g the width OF said space Of eight fee
OF said roadbed rs provided herein
The stone shall be Of a uniform
q qutii'y and durable. broken as near
d ly a cube as possible. and Of a size
\ To pass through ring n a dimen-
a sion depending on the rock used ans
q to BE- determined by the engineer
I The layer ~ stone shall be layed il
! Uniform and even manner No
- Jess than 1.of3 cube Yards OF roci
a as above provided snail be used OF
4 eca lireal m u OF this Improvement
I pon the layer OF one as aboy'
n provided shall be spread a layer o
II mestOne screenings or river grave
y 90 a uniform depth 10 be determined
v the kind OF stone used as abov'
!. designated. and approved by the en-
giDesr and superintendent in char.g
4 Cf construction.
! Afsr spreading such screenings
= and gravel as above provided tn
y same shall be compacted by a role
y weighing not less than twelve ton
( and an dcpressions appearing oi
the surface OF the roadway shall b
n dlled as the rolling progresses No
i less than five hundred and twent.
!, cubic yards or such screenings shall
4 he used upon each lineal mile OF thi
4 improvement.
4 Fer Road Number four material shal
: h-. A. follo~s
n Upon the road he'd graded and com
Z pacied as provided for in Article thirteen
4 stall he spread between shoulders O
a dirt which shall be ten inches high. eigh
. feet spsrt. ,pui,lisiant from The ctntc
] line " the road ted. laver ~ clean
. hart. river gravel. toa aepth II MT les
y iIan ten inches slid stone 20 he Of al
j even depth Over The width of said spac
OF eight feet II said road bed. a. provide
: herein The gravel shall be laid in
I lunifoIm and even manner. Not les
than thirteen bundled and four cubi
i yards Of gravel "a above provided shsl
+ be used on each lineal mile Of this IN
4 provement
= ESTIMATES.
We further report that the est
mate OF co-f OF said Improvement
4 dlincluding bridges. culvests. survel
= cost Of eleci IN. ATTORNEYS fees. dam
! ages grading. rocking and every
Thing re"e sry for the completion
OF the same according 70 the plan
! and specifications is as follows
I No l Shoals Road s 5000 o.
! No. 2 French Lick and
Jasper r nd - 2.900 o.
!, No. 3. D. Dot Road - 500 o.
: No 4. Ia sville and Jas
: per X ! ..... 1900 %
Total ~ s23S0n nI
4, All Il which Is respectfully sub
!, lmitted
10r-" BETZ.
: 81. TRAYLOR,
. Viewers
I. C LANDGREBE.
Engineer.
(, State a. r1 ana Dubois County IS