The Hays free press. [volume] (Hays, Kan.) 1908-1924, 1921-07-28
for the year 1921-1922.
NE RECONSTRUCTION

for the year 1921-1922.
NE RECONSTRUCTION
Bridges:
l. 7 spans 20 flo in, reinforced
concrete slabs, low water type, IL 1T.
roadway concrete piers and abut-
ments, across Smoky River, between
Sections 27 and 2S-15-16.
------- S12, 47O.O0
20 flo in. concrete slab, 20 #.
roadway, concrete abutments and
wings, also one approach with a con
crete containing wall 1900 $5,00O.OO
Total of New Construction of
Bridges ACKNOWLEDGEMENTS ST., $4,000
Culverts:
l. Two foot concrete culvert "a
# long. 100 feet north of Southwest
Corner of Sec. 32-14-18 $4,000
?. Two foot concrete culvert "a
fit. long between sections 16 and II
1918 .---------.------------ $4,000
8. One S-foot concrete culvert &c
#. long between sections 9 and 1O-ll-
Is ------------------------------ 4OO:OO
4. Two foot culverts in Section
36-I5-I7, "a foot long 1885, 10000
5. One 2 foot concrete culvert "a
#. long between sections Is mad 16-
1920 '7------.---.-.-.-.------.---- $4,000
6. Four 1s in. pipe culverts "a #.
between sections 9 and 10-12-2O
-------------- 213.0O
7. Two Is in. pipe culverts "a fit.
G. Belt mile section 4 -- $4,000
Total for New Construction of Gull
verts ---::---------------- 100000
In the way of repairs of Bridges
and Culverts. I respectfully recon-
mend the following:
Repairs for Bridges:
I. Across Big Greek between sec
tons 19-14-17 and 24-14Ae, base of
abut. and wings exposed, needs piling
for protection --------------------- 10000
?. Jhhansen Bridge between sec
tons % and 23-11-17, wooden struc-
ture. flor and substructure in bad
condition ----------------------- 100000
8. Richmond Bridge, in section
10-11-17, repair and extend wings on
east side --.-----...--..-----.---. $4,000
4 Werth Bridge, extend bridge
2, 20 ITO in. spans, located between
sections % and 32-15-18 - 100000
5. Brull Bridge, between sections
24-13-19 and 19-13-18, raise bridge
and extend wing wall 1900 100000
6. Spring Greek Bridge on Hamil-
ton Road, base of south abutment ex-
posed ..--..---------....---..-------- 100000
z. pa #. span across Spring Greek
between sections So and 36-11-2O,
------------------------- 100000
repair south abutment and wings >
8. Lynn Bridge between sections
10 and 15-11-20, extend wing wall
for retaining wall, on east side north
wing ---.------ 100000
8. Madsen Bridge across Saline
river, between sec. 33 and 34-11-16,
repair corner of northeast abutmeAt
-------------------------------- SZOO.UO
Total of Bridge Repairs - $4,000
Repairs for Culverts:
1. Kutina Road
I. Sec. Ii, NJ. No. 1, Il mile
south of corner, cement rail on
culVert --..-.--.-- $1,000
2. Mile No. 2, a mile south
wooden rail --- 1000
2. Golden Belt East
Sec. I. Mile 2, u extend cul-
vert and construct rails 10000
Sec. ". Mile No. l, Three
quarters plus 200 feet, head
wall for cement culvert $500
8. Golden Belt West
Sec. vi. Mile No. 2, extend
arch culvert 10 feet -- 10000
4. Codel Road
Sec. I. Mile No. 3, extend pipe
culvert -------------------------- 1000
Mile No. 4, minus 100 feet,
wooden rails on wooden culvert
------------------------------- 1900
Sec. II. Mile No. l, quarter
mile extend pipe culvert 1000
Mile No. II, quarter mile extend
pipe culvert ------------ 1000
Mile No. 8, plus 7-8 extend pipe
culVert -------------------------- 1000
Mile No. 4, plus z mile extend
pipe culvert --- 1000
Mile No. 4, plus 7-8 mile extend
pipe culvert ------ 1000
Sec. 3. Mile No. ?, plus 10 feet
extend pipe culvert -- 1900
Nile No. 2, plus 4 mile extend
pipe culvert --.-------.----.--.---. 1900
Sec. 4. Mile No. II quarter
plus 200 yards wooden rail 1000
5. Hamilton Road
Sec. l. Mile plus 4 cement
head walls, on culvert $500 1000
Mile 4 plus y extend culvert
------------------. 1900
Sec. 2. Mile 2 plus y rails for
cattle shute -. 1900
Zeigler Road South
Sec. 5. Mile plus 7-8 extend
fit. rock culvert --------i 10000
200 fit. north of south corner ex-
tend rock culvert ----.--.-. 10000
Total ------------------------- 81 1875 90
REHABILITATION
New Construction
Bridges ---------.------ S17,47O.O 90
C,11var+s > OOO m