The Jasper weekly courier. [volume] (Jasper, Ind.) 1858-1922, 1909-02-27

laud cement Concrete. composed OF
oue pare uf sailur's Portland Cement
cor any cement equal in quality ,
tMO parts III plain sharp sand. and
five parts of good durable limestone,
broken % pass through an one inch
ring Such concrete shall be mixed
dry in the above proportions and
sufficient water added 10 make it
work we'll The concrete shall be-
laid in tle forms in nor more than
Sis inch LAYERS welt rammed until
'he mortar IS flush
lh- eXi~tur .als -haN h- neatly
,rowclled
BRIDGES.
Is Bridges OF Steel "l beam
pattern with steel railing shall BE-
constructed at such places in the
road bed and of rhe length ard span
and depth OF foundation a- shown
"a the profile
The foundation shall De- of the
'eel leg pattern upon six by twelve
inch mud sills With wing cn each
side OF each abufMeuf Of ihe lengt b
.of eight feef or as designated on
profile. cons'ruc' "a in fne same man
.ner provided for abutmeut tounda-
ions. Each SIR % wings shall be-
fushored together trough the road
way by two anchor rods three
fourrhs OF AN inch in diameter. The
tbltment foundations and wings are
10 be Of concrete filled in around -
Steel legs pr0port.1ned 1926 ;. 'to
ihe same thickness as steel legs and
dimensions as per profile The cleal
midi n of the Roadway shall he six
cen feet Birds shall bc design
"a 70 sIsiai.i q live load OF one hum
dred pounds pcr square loot floor
surface. Flooring tu he three
Inches thich. wnife oak. AEorkin Z
draw ings af dll sfruc gre- shall be-
Submitted fo the engineer and su-
Dnriniendent fer their approval be-
.ure tle wo-k of erect fiOn begins.
ROAD MATERIAL.
ls I pom Tho loadbei graded
and compacted as provided for 30
-ticie thirlttl Di5l shall bee spread
between shoulders pf dirt which
ail he ei-ht iuraes g. -h ei-ht + Z
pr luia -faft nom me- center
I..le Of tie r1a dbrd y.r II clear
.a4G m.-lo.r lr other Stone equally
! efficient approved hy rhe cngineer
free from dust a4d dirt. TO a dept
i & ICf lees than eight inches said
isjCnc 20 be of AN even depth Owe
1.-The wia,h 81 said space Of eight fee
Iuf sal roadbed as provided herein
The stone shall be Of a uniform
Iguality and dur Die broken as near
llg cube as possible and Cf a siz'
llO pass thrOugh q ring cf a dimen
fsiou depending on the rock used ant
ITO be determined by the engineer
IT hn LAYER of stone shall be iayed ii
uniform and even manner. No
Iless than 1903 cube yards OF rOcl
v above provided shall be used oI
leach lineal mile OF this improvement
Upon the layer OF stOne as ahO.i
lprovided shall be- spread layer %
lIIn- -stuue screenings or river grave
Ito q uniform depth 20 De- tot erminei
.lhy the Kind of stone used as ahOv'
ldes grated. and approved hy the en-
/ -ineer ana SUI. riutendent i'm char.y
lof construction.
n Afar spreading such ~creeningl
\ ud gravel rs above provided th'
,lsma slail be- compacfed hv role
! 'vtirhing not less than twelve ton
land go denressions appearing Ol
A.lr ~A iNNf- va Na" AANNNNA NN- TtAAlA -
alled as the rolling progresses. No
less than i've hundred and twent.
cubic Yards Of such screenings shall
be used upon each lineal mile Of thi
! Improvement.
ESTIMATES.
We further report that the esti
mafc ~ COS of said improvements
Including bridges. culverts. surve.
cusr Of ie ION attorneys fees. dam
-'ages. grading. rocking and every
thing nect -sary for the completion
OF the Same according % the plan
and specifications Is as follows
No ] Shoals Road s 5000 @
30 . French iick and
Jasper Road . 1900 O
No 3 Depot Road ~ 500 .
! No. 4 Haysyille and Jas
Per Road ..... 12.100 o.
Total ~ SZ3. 500 p
All 90 which Is respectfully sub
mitted
JOHN DETZ
KERR TRAYLOR