F.G. Gardiner Expressway Bridge Rehabilitation

1. 1000
150 CONCRETE
REFACING
2000
EXISTING
CONCRETE
ABUTMENT19MM FORMPLY
(TYP.)
2-C180X15
@600 C/C
WALER (TYP.)
300600600600900900
2000
38X89LAGGING@200C/C
2000
38X89LAGGING@150C/C
4000MAXFORMHEIGHT
19MM NCA AR
ROCK ANCHOR
(SWL = 40kN)
19MM NCA LAGSTUD
(SWL = 80kN) TYPICAL
1000
2000
EXISTING
CONCRETE
ABUTMENT 150 CONCRETE
REFACING
CLIENT:TITLE:
PROJECT:
117 PROFESSOR DAY DRIVE, BRADFORD, ON L3Z 3C1
WWW.PINPOINTENGINEERING.CA TEL: 289 338 6800
DRAWN BY: SHEET #:DATE: PROJECT #:
LOCATION:
JC/PCO S1.1
SCALE:
FORMWORK POUR B3
S1.1 1:100
SCALE:
REFACING FORMWORK SECTION1
S1.1 1:20
SCALE:
FORMWORK POUR A2
S1.1 1:100
JUN 26, 2014