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F ONO. PIER
£LASTOMER C
MARINE PAD
El
f ORO, PIER I
BOitOM PORTION OF PIER DIAPHRAGM AND
CL05URE POU95 SHALL NOT OE PLACED UNTIL
3D DAYS (MIN) AFTER RELEASE OF PRE5tRE55
BRG. PIER i
CAST ROADWAY SLAB WHEN INTERMEDIATE DIAPHRAGM
CONCRETE C04PKE551VE
STRENGTH HAS REACHED 3,0
f ORG. PIER I
BACK
WALL
NO DIAPHRAGM
E PIER 2 Q TEMPORARY SUPPORT 6 CLOSURE POUR
CUT TEMPORARY 5TRANPS
AFTER SETTING GIRPERB (TYP.) - - - - -- - - - -- - - --
I I
I I
I I
I I
I I
I
I I
OAK OAK
5L( ILO(
4 PIER 3 PLACE ALL DIAPHRAGM AND CL05URE POUR
REINFORCEMENT AND CCNNECT ALL PT DOCTS E ORO. PIER 4
AT PIERS AND CLOSURE POURS (TYP.)
1__ 4 TEMPORARY SUPPORT A CLOSURE POUR
ELA5TOMEWC
BEARING PAD
i i Sy
II
1
OAK
BLOCKS
STAGE 1 - 5ET PRECAST GIRDERS 7N PLACE. INSTALL TEMPORARY BRACING. & CUT TEMPORARY STRANDS
I PER 2 /— PI.ACE ROADWAY OAS REINFORCEMENT
j AFTER CASTING DIAPHRAGMS
f I CL05URE POUR
CLOSURE
POUR (Tyr)
f DEC. PIER 4
PIER A
LAST INTERMEDIATE
Q CLOSURE POUR DIAPHRAGMS (YYP.)
I
I F-
� I
I
I
I
"TEMPORARY SUPPORT
MIN, Ai
OF PRECAST
STAGE 2 - GAST DIAPHRAGMS. INSERT PT STRAND5 INTO DUCT5, AND PLACE REINFORCEMENt
Q PIER 2
AS AS
YOP PORTION OF PIER DIAPRRAGM5 SHALL
IE PLACED WITH OR AFTER PLACEMENT OF
THE ROADWAY SLAB CONCRETE (TYP)
E CLOSURE POUR
SRE55 AND GROUT THE PT TENDONS WHEN THE
DECK, AND PIER DIAPHRAGM CONCRETE AND
CL05URE POUR CONCRETE HAS ATTAINED A MINIMUM f IRG. PER 4
COMPRESSIVE 5TRENOTH OF 4000 Pal - - - -
f CLOSURE POUR
5TAGE 3 - CAST CLOSURE POURS CAST DIAPHRAGM5 AT PIERS 2 & 3 CA51" ROADWAY SLAG AND 91`RE55 PT TENDONS caecacte (rrP)
f PIER 2
f CLOSURE POUR
I
I
y I
l
� I
i
TRAFFIC A PEDESTRIAN BARRIER & SIDEWALK CONCRETE SHALL.
NOT BE CAST UNTIL END DIAPHRAGM5 ARE CAST, POST TENS.'ONING
15 COMPLETE, AND TEMPORARY SUPPORTS AKE REL
2 PIER E f CLOSURE POUR
I
I
I
I
I
I I
I
l
5TAGE
4 -
CA5T
END
Q
PHRAGMS
REMOVE TEAAPORAR"
SRACENG
& SUPPORTS. CAST BACK
WA!L5
BARRIERS
&
SIDEWALK
CONSTRUCTION
SEQUENCE
SUPERSTRUCTURE
•4
- -- - - -- -- - - - -- - -- - - -- -- --
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