II
O
v-
O
O
rNR-1 ■
2.-2.
85
BETON KLASY B 250 STAL SI 3s
*——-3!:
NR 2
NR 7
NR 7
t*4-
1A x 6 =
JKL
Nr |
<> |
OUszl |
ilość |
Dłuq.ca1k. |
p tt\ |
^71' 1 |
łn . | ||
| |
10 |
169 |
' 2 |
• 3.36 |
? |
10 |
1? 4 |
3 |
3.77 |
3 |
10 |
,13 |
5 |
1 65 |
4 |
10 |
95 |
1 |
0.95 |
5 |
10 |
1 15 |
1 |
1 15 |
5 |
10 |
133 |
1 |
1.33 |
7 |
10 |
151 |
1 |
. 1.51 |
fl |
10 |
171 |
1 __ |
1 71 |
9 |
10 |
179 |
? |
7 513 |
ID |
10 |
3 |
3 |
n,69 . |
Dfuq.całk. (m) |
18.67 | |||
MOSO 1 m (kq) _ __ |
0,617 | |||
Masa całkow. kq = 11,5 |
ODWODNIENIE PASA DROGOWEGO