HomeMy WebLinkAbout5218-8STRUCTURAL ntiALYSS �E�-3�u
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3 €34 T i R
�OiES
,. E u'RI=L-}T AL ANGi-E DIVERGENCE C, ON ..--GENCE, G. SHA_L
NOT E .CEED 5' 45'.
2, REINFORCING S-EEL BAR SUL, SPACING AND -TSQE: COVSSi-ALL
BE THAT
LT a ELE ROB SECMON. FOR C &.J TRANSI ONS,
SPACE FIAR£ ON' GENTEP UNE AND PLACE TRANS. STET-'-
RAMfieL,. 144E 5AR LEM AND OIENu S �A 4 VARY JtNiFORMLY
LONG .,KMt'A BARS SHALL BE CONITINUED
THROUGH THE v'fJiR'- -,Mr_, THE TI=`ANSMOIN TRUC7 URE.
u TriF CON-CR Tb rHiCKNESIS SHALL BE THAT OF THIF -IWOLE RCS
SECTION,
4. PLM4' AS SHOV& iS FOR E R SECTION DOANSTRE.AM. MEN
DOUBLE RCS S UPSTFIEAM TAPER HE LAST 24flSOG mm) OF
CENTER WALL TO END IN , 2" 140_ _„TAB &
5. = 4OCr, PS 26 P.A' 2£ DAYS AND THE CONCRETE SHALL BE THE
SAME MIX AS i4 AWACENT Rom.
6, A L STEEL. EXCEPT ;- Til INA STEEL BE G 60 t :�1
@ STEELCC-N ORMR TO ,STM A 6€5 (a ;7 $35 M; AND 5HIALL
` m) N EAR OF CONCRETE SiffFACES UNLESS
7. TRANSVERSE EST KEYWAYS, AS C.. TAILLED FOR LOt=46-._-MNAI JOINT
XE WAYS A BASE -Of C-AU-ER 'iiASS OIN THE PLANS, 5HALL CE
PLAu€u IN 80 H SLABS AND WAL -S AT T'HE END CF EACH PGIUR.
8. T"IE TRANS' STIRDCTURE SHA3a.' BE Off. TRUCTmD €N ACCORDA E
`H THE §TRU- ::URAL NOTES APPL I-ING TO Rce S MI UCTUREa S owN
C?; 'rME PLANS.
NOTE
.G ," =`"#�ALL � IZ, -
NOT EXCEED 5* 45%
2. 'sE RENr ORCING STELIL BAR WE, S?AC NG AND COVER OVER T _E
. TEE= u, --S-P.AJSH... TRANSIVE M BARB R OP AND SOTTCFS S`. ABS, OF
AR 1f AND 6OTT CORNER -, STRAI JER P "- ABARS
iN �IOEWA AN6/ LONcT IN -AL vlsMO AND _TIE ' BARS iN
TOP OR 9U : SLA@S OR 5ME WALES SHALL BE THOSE OF
,IC.-E Aug= I!< NG RCS P,R. ADES 'HE SMATER STEEL
AREA P EACH TYPE OF BAR AND :NEATEST COVER. TEE BAR LENGTHS
I..LL VARY UNIFORA?L`f THRQUI1v ;OUTHE TRANSPIf'�.°-'.
3. THE THICKNES5 OF THE WALLS AND Ste' AES SHALL BE HOSE OF THE
AL"JIMN G R'� SEC-. N AT EACH END IT-.E -- AN' Ml--N AND
UMFOR '= `w i EROS.
A L sR...
4 f.,= 4000 PSI k2S M` . of AT 28 DAYS AND THE CONCRETE SMALL RE THE
ME: MIX AS -WE ADJACEIIT RC5-
SIW- EXCErT LO-NG"UDINALSTEEL --,,Au BE GRADE 50 (400)
BILL7T STEEL CONFORMING TO ASTM .A 615 4 615 R! AND SHALv
TERMINATE 1 i l2', 447 Im-) CLEAR OF C O-k T£ SURFA uNi-Ess
:HERS-, I'.
THE TRAWHTI-1044 5nJ TURE SMALL. 89 CONSTRUCTED EIN ACCvRm-CE
7H 7,€ TRUCTItuRAL VOTES AFFT_ t'C TO RCB S-PdCTjR€S SHOINN
ON THE PLANS.
DETAILS OF CONSTROC-IION JOINTS AND KEYWAYS S}? „ BE AS
aHOXIN ON THE P'Ai~'S FOR SINGLE RCB STRUCTURES.
RECORD DRAWING
04/20/2020