SCHEDULE OF REINFORCEMENT

BAR SPACING
SHAPE DIA REMARKS
MARK NOS.
B
D

’W’
TRAFFIC DIRECTION

TRAFFIC DIRECTION
’W’ ’W’
A A C C

DETAIL−’X’

’W’ A A

B
D
PLAN
PLAN OF PILE CAP
B B
’Z’

SECTION E−E SECTION F−F

C C

D D
’X’

DETAIL−’W’
SECTION G−G SECTION H−H
SECTION A−A
SECTION C−C
NOTES:-

1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVEL ARE IN METERS.

2. DIMENSION ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
3. CONCRETE SHALL BE OF GRADE AS FOLLOWS
PILE............................................ M35
PILE CAP................................... M35
4. REINFORCEMENT SHALL BE OF GRADE AS FOLLOWS AND CONFORMING TO IS:1786.
PILE........................................... Fe550D
PILE CAP.................................. Fe500D
5. ALL PILING WORK FOR BORED CAST IN SITU PILES SHALL CONFORM TO MORT&H SPECIFICATION,
CL-11O7, IRC 78:2000 & IS : 2911 (PART 1)-1979.
6. i) MAXIMUM NORMALISED VERTICAL PILE LOAD (AT PILE TOP) = 300T.
ii) HORIZONTAL LOAD PILE ON EACH PILE = 8T (NORMAL)
7. THIS DRAWING SHALL BE READ WITH PLAN & PROFILE,GAD, ABUTMENT & ABUTMENT CAP AND SUPER
LEGEND :− STRUCTURE DRAWINGS.
8. ANY CHANGE IN TERMINATION LEVELS OF PILE SHALL BE BROUGHT TO THE NOTICE OF DESIGNER.
9. CLEAR COVER TO ANY REINFORCEMENT SHALL BE AS FOLLOWS
PILE............................................... 75mm
PILE CAP....................................... 75mm
10. MINIMUM ANCHORAGE LENGTH (Ld) OF REINFORCEMENT SHALL BE AS BELOW:-
FOR M35 GRADE CONCRETE..... 36d
REINFORCEMENT DETAIL FOR M40 GRADE CONCRETE..... 35d
OF PILE (TYP.) FOR M45 GRADE CONCRETE..... 33d
TABLE FOR LEVELS FOR M50 GRADE CONCRETE..... 30d
WHERE "d" IS THE DIA OF BAR.
ABOVE MENTIONED VALUES ARE FOR FAVORABLE CONDITION AND FOR UNFAVORABLE
PILE CAP TOP PILE CUT OF ROCK TOP CONDITION, AS PER CLAUSE 15.2.3.1 OF IRC 112-2020 ANCHORAGE LENGTH SHOULD BE
ABUTMENT INCREASED BY 1.43 TIMES.
LEVEL LEVEL LEVEL
11. BAR SHALL BE LAPPED IN SUCH A WAY THAT MORE THEN 50% OF THE BARS ARE LAPPED
LA1/RA1 201.941 200.191 181.691 AT ANY SECTION WITH MINIMUM DISTANCE BETWEEN STAGGERED LAPS 1.3 TIMES LAP LENGTH. .
LAP LENGTH SHALL BE AS BELOW:-
LA2/RA2 197.170 170.170 FOR M35 GRADE CONCRETE..... 51d
SECTION B−B FOR M40 GRADE CONCRETE..... 48d
SECTION D−D FOR M45 GRADE CONCRETE..... 45d
FOR M50 GRADE CONCRETE..... 41d
WHERE "d" IS THE DIA OF BAR.
ABOVE MENTIONED VALUES ARE FOR FAVORABLE CONDITION AND FOR UNFAVORABLE CONDITION,
AS PER CLAUSE 15.2.3.1 OF IRC 112-2020 LAP LENGTH SHOULD BE INCREASED BY 1.43 TIMES.
ROCK LEVEL SHALL BE IDENTIFIED AT SITE BEFORE ANY CONSTRUCTION CONSIDERING MINIMUM DISTANCE BETWEEN ADJACENT LAPS SHALL BE 1.3 TIMES THE LAP LENGTH.
DETAIL−Z QUALITY OF ROCK AS PER PROVISION IN IRC:78-2011. IF ANY VARIATION IN ROCK LEVEL 12. ROCK IN WHICH THE SOCKETING TO BE DONE SHALL BE CAREFULLY ASSESSED AND SHALL BE
(FURTHER DEEPER) SHALL BE INFORMED IMMEDIATELY FOR FURTHER REVIEW DECIDED BY ENGINEER-IN-CHARGE.
13. MINIMUM EMBEDMENT OF PILE SHALL BE 300mm IN HARD ROCK.

DIM. AND REINF. DETAIL OF PILE & PILE CAP FOR ABUTMENTS
National Highways Authority of India (LP1,RP1,LP19,RP19 & LP21,RP21) OF ELEVATED STRUCTURE AT CH. 11+063
(Ministry of Road Transport & Highways)
G−5 & 6, Sector−10, Dwarka, New Delhi−110075 DINESH CHANDRA R AGRAWAL ASC INFRATECH PVT. LTD.
Intercontinental Consultants and
INFRACON PVT. LTD.
Construction of 6 Lane Highway from jn. with Jaitpur−Pushta Road to Technocrats Pvt. Ltd. B-63, Sector-67,
A−8 & A−9, Green Park Main, Noida - 201301 (U.P) Tel: 0120-4248813-16 2 0 1 0 1 2
jn. with Sector 62−65 dividing road on Faridabad−Ballabhgarh Bypass
Section of NH−148NA (Design Ch. 9.000 to 33.000) including spur from New Delhi, Delhi 110016 Fax: 0120-4237953, email: info@ascinfratech.com DRA−DFB−11+063−ELV−232_01 of 01
Design Ch. 13.2 to jn. of Faridabad−Ballabhgarh Bypass with NH−19 in
the state of Haryana (Package−II) AS SHOWN A1 R0