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FIELD SEND F GIRPER
TO 135° (TYP.) —�
MECHANICAL BUTT
SPLICE (TYP.)
ALTERNATE STIRRUP DETAIL
E BEARING g qpp e.un
ii CIAPER
0.6'0 BTRANP CHUCK. TASK WELD TO ANCHOR K PRIOR
TO IN:iYALONG ON STRAND. THREAD STEMS THROUGH ANCHOR 9,
ANCHOR STRAND WiYH TWO PIECE WEPGES BEFORE GIRPER
ERECTION, VERIFY WEDGES ARE SEAYFP TIGHTLY IMMEDIATELY
BEFORE PLACING PIAPHRAGM CONCRETE
X In' STEEL STRAW ANCHOR. ANCHOR STRANP
TKO PIECE BIRCHES BEFORE GIRDER ERECTION,
Y WEPGES ARE SEATED TIGHTLY (MMEGATELY
ZE PLACING OIAPHRAGM CONCRETE
f -- STEEL ANCHOR S V4 x 4 x 4 WITH / AT END A.YEAO ON A &
iE "D HCLE FOR O.6's 'vtRANO 5tRAN05 (9) THROUGH (16
l
y -U" `EXTEND 5Y)EAICaHY STRANDS (I) THROUGH (D)
AT END (9) ON STATION, H (IS) EMEND BACK ON RDER CND
f
DIPPER EN'D - - -.�{ STRANDS /9J THROUGH (16J AT END BACK CN STAi10.4 '.,.
—N
ALTERNATE if ALTERNATE f 2
5TRAND EXTEN510N DETAIL
GIRPER -A X 6" STUDS /ry8f
f"1PLASTIC G1115 FOR TEMP, SYRANP5 (TYP)
Gt1 d5 TOP AND BOTTOM OF 510V5
(I) THROWN (0)
EXTEND STKAICaHY
AT END BACK OR STATION
C! GIRPER
PLAN PLAN F.I. ANCHOR PLATE Yb BE INSTALLED
PERPENDICULAR YO TOP OF G(KDE'R
WEB ETCHING AND FLANGE CLIP DETAIL i GIRPER
(PIER'S 1 4 4 ONLY) I
15 11 13 p4 12 BE
PRE- TEN510NING N07_E5: TEMPORARY 5TRAN0 9` °4
�I
1 P AN LENGTI! SHALL INCREASED AS NECESSARY TO COMPENSATE FOR 'vY.OKT£NL4G CUTTING 5EQUENCE
DUF YO PAESTRE h AND SHRINKAGE. I 1
1, ERECT AND BRACE GIRDERS I
2. ALL STRAND FOR P.REYENSIONl.4G STALL BE 0.0 DIAMETER LOIN RELAXATION 2. REMOVE EXPANDED POLYSTYRENE IN T x Y' RECESSES
S KANOS (AASHTB M2U3, GRAPE TOO). IN TOP FLANGE OF GIRDERS. R. 1 x Se£ x 1' -0° C.6 "I STKfiND )N
3. CITY 5TRRNJ AND PLASTIC SLEEVE IN e'x 2'RECE55. �/ I/r PLASTIC SLEEVE (YYV)
3. EXCEPT FOR EXTENDED 5T9ANP3 AS SHOWN, CUT ALL REMAL4ING STRANDS P BELOW 4. REMOVE ALL M015YUIC IN RECESS PRIOR ib FILING ELEVATION
4lN
SURFACE OF THE GIRDER ENDS AND GROUT WITH ANY APPROVED EPDXY SNOUT. RECE55 WITH GROUT, /� p
4. EXTENDED STRANDS AND BARB ARE PARALLEL TO GIRPEK. TEMPORARY STRAND PATTERN OIAOHRA"M TYP_ BEARING 2
RECESS
5, LIFTING BARS SHALL BE 1 W DIAMETER HIGH 5TKENGTH THREADED BARS (AA5HTO M275, AT P FLANGE GI R ER END E" FIER I fl 4 YES NIA
GRAPE 15O MINIMUM). UFTINO HARDWARE THAT CONNECTS TO THREADED RARE SHALL BE "F" CLOSURE POUR NO _ 1' -1'
..SIGNED AND DETAILED BY THE CONTRACTOR, LIFTING FORCES ON THREAT BARS SHALL BE SHOWN FOR P05T- TENSIONED TEMPORARY STRANDS
VERTICAL ONLY AND WITHIN ID DEGREES OF PERPENDICULAR TO A ONE BETWEEN PICK "G" INTERMEPAIE PIER ,4p ALT' f OR ALT' 2
FO1NT5. CONTRACTOR SHALL ANEW CALCULATIONS FOR APPROVAL BY THE ENGINEER STRAND EXTENSION
IF MFTi IO FORCES ARE TO BE OTHERWISE. MARK LOCATION 512E
t0 BE USED B !N TERME'DIATE BEND /Nfi DUORAM /AL1 DIMENSIONS ARE OUT TO OJTj
6 EXTRA CAUTION MUST BE EXERC15ED IN HANRINO AND PLACING ALL G(ROERS, ALL GIROER.S PIER ON MULTIPLE SPAR BRIDGE of G AT K END STIRRUPS .5 'r NOTE; 'OR DI.MPNSION "A ",
SHALL BE CHECKED TO ENSURE THAT THEY ARE BRACED AVEOVATELY TO PREVENT TIPPING ENGS AHEAD ON SrArlbp HE GROER 5TERLIPS 5 'K" - VflRIES FPR SEE "SIFTER 5CHEO01E" I
AND TO CONTROL LATERAL BENPING DURING SHIPPING. G5 ✓MPER OP FIANCE 5. R. a3 pt vKEWEC SPANS F, 33♦_'4�•I. 4 9"
G5 BARS LEFT Of
it Gp GIRDER OYG(L FULL !ENYaYH h 5 R ¢
>. THE TOP SURFACE OF 'HE GIRPER FLANGE SHALL BE ROUGHENED IN ACCORDANCE WITH 4, G9 G5 "MORE m +
END LONGIT. 6
SECTION 6-02.3(25)H. AND TO AN AMPLITUDE OF # !NCH. 8i 0 ( G fie GIRDER ENV TIES 4 ,'[— A \. C'12 M
62 0 ( 05 j GIROEF HOT, FI ANGE TIES 3 VARIE S° IL ._. \Y/ {
B FORMS FOR BEARING PAD RECESSES SHALL BE SONSYRUCTEP AND FASTENED IN ERAY A G5 GIR R ENO WHOM 6 STR. VASES
MANNER AN NOT TO CAUSE DAMAGE i0 THE GIRDER DURING STRANT RELEASE OPERATION. ENDS BACK ON 5r Ar1bN
BARS 91OHT OF 4 010 GIRDER END TIES 4 '
9. FOR SAWTEETH DETAILS, SEE "W'IDU °TG GIRTEK DETAILS 5 OF 9' SHEET BG O 36 611 Or. TEMP, STRAND ANCHOR 5 � in
BI 116 "( fH. (iH J 6'12 GIRTEA 4D LONGIT. 5 L G+f fiID
i d
I'1 �..... _
82 = 3" { Gv j s 13 OR 14 MAY BE SUBSTITUTED. F'IELP BEMDMG 'S OPTIONAL. VARIES
N0. NiSUE GATE NNIUE REMaD - GE%CRIPTION OEad3NE0 OR EMERPn 8Y CHECKED OR pEaIGN mx arAre
t1ANAGER: YN .GUeyt aw 1-455
J.aAYMAN wMM GEalow 1.5 TO SR 169 BG -0 -35
TASK LEAD: STAGE 2 -WIDENING —
P.GaENTMER caNlaA�r Na Washington State
wL es– AND SR 515 INTERCHANGE
1 BMMV RELEGW RNE 0.,,=LwRlON P.aUENMER PAGH0.GE: Ra DaparlmEntofTranspoRation ate` '7
0 9WMM0 FINAL FD N- CONSTRUCYIBPo .dA E.KELSORKMAN P. WOLVERTON a. WQU&a. P1E]AN 7624 l BENSON
CF13 ROAD IN BRIDGE g.�
A as!awEP NIUL OEaNax .0 E. wELaowm. ouax eLNNANOTO a. aouxa Plmnw WF100PTG SPiJCED GIRDER DETAIt.S 4 GF 6 '