DRAWING FOR 1X6.00M SPAN SLAB CULVERT AT RD:- 6600M.

DETAILED
19.400 BASE CONCRETE M15
PCC 1 0.20 M M15
RCC G- M-20 -1 0.20 M
5.40 8.000 5.40 RCC G- M-20 -2 0.40 M
0.30 0.30 RCC G- M-20 -3 0.40 M

ABUTMENT RCC M-20

EXPANTION JOINT20MM &RETERN WALL
RCC SLAB 0.475 M THICK M25
WEARING COAT 7.5 CM THICK M30
0.25 HAND RAILLENGTH LESS THAN 2.0M X175MMX200MM RCC RAILING 0.860 M HT. M30
POST 250X275X860MM
0.200
0.235 0.86
HAND RALING 0.200
0.150
56.468M 0.5000
CURVE WALL WIDE (500MM+450)/2 WEARING COURSE 75MM TH. 0.075
SUPER STRUCTURE 5.4000 RCC SLAB TH. 475MM 0.475
DIRT WALL
5.1205 0.50

1.630
6.0000
CLEAR SPAN 1:3
1:10 4.290
SUB STRUCTURE
R.C.C M-20
3.238
1:10 1:3
LOWEST BED LEVEL 52.805M LOWEST BED LEVEL

0.40
4.1992
3.100 0.4000 0.4000
0.40 R.C.C M-20 2.080 0.40
3.7000 4.100 3.7000
4.500 0.40 0.2000 0.2000 0.40
0.20
0.2000 0.40
0.20 P.C.C M-15 50.979M
4.900 5.300
2.480
2.880

SECTION OF ABUTMENT & PIER A-A

7.8500

0.5000

2.880
BED LVL
0.2000

A A

YELLOW SOIL

12.00 11.60 10.80 10.00 9.00 6.40 6.00

B
T.P.SECTION

CERTIFIED THAT T.P.SECTION SHOWING ABOVE ISCORRECT

3.5000

4.50
0.5000
52.805M
0.40
3.70

3.90

YELLOW SOIL YELLOW SOIL

4.30
FILLING 0.15
5.60 WITH MOORUM WITH MOORUM
B
5.90
6.30
6.65
0.90 50.979M

7.05
1.10
7.45
7.65
TOE WALL SECTION
SOFT ROCK SOFT ROCK
7.85

48.979M

BORE LOG DETAILS

CLIENT: TITLE:
WORKING DRAWING
AS PER IRC:SP:13-2022 (PLATE 5) PUBLIC WORKS
DEPARTMENT
FOR CONSTRUCTION OF
6.00M SSC
SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER
(B/R)P.W.D.,DIVISION SUPERINTENDING CHIEF ENGINEER
(B&R) SUB DIVISION
GOVT.OF C.G. SUB ENGINEER MOHALA-MANPUR-A.CHOWKI ENGINEER CIRCLE DURG (C.G) CIRCLE DURG (C.G)
AMBAGARH CHOWKI