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HomeMy WebLinkAboutTED4001438.30Mork o Size ¢nq h 7yoe A Ib ,a /� G H IMa"_k it/o Bois ,Size ,C erngfii Type ,4 fS C .b E /� G jq Mork NO 0� Size ,C e ngth Type Q .8 ,� /�" G N . P I ER S 3 a (2 Identical �� h/ �4 *f pl P302 65 3 8' 6" r4 4" /-'/12' /=//2»/'I/2' �'/I2 3-0 4 ?(o Ast- 2 S i- 6 2 /-6 S 2 - 1 to O /a Footin s _ - P303 65 ' �, // - 8 T1 4 , ,. 3-0 2-6"' 3'0'" 2'6„ ¢" Sir- /G 4 4 0 Rf100/ /00 10 G �8" 2 11,6" .5-0 P3o4 65 3 9-4- T/ 4" 3/0„ /,4 3r0„ 1,4, 4„ RF80 / 8 8 25' G 2 1'6" 24 O zzsoz 6 .5 12= 0/' 2 /'� /06 BearingCa . SOUTH ABUTMENT. -_- ` - 15��o -.. RFCoo/ 144 6 /O'- roll 2 /=9' 'T=0" //9" 8 9 2.8 O" 2 3 9" 24.3" Footin Pad. Rf6oz /Bo r /�'_ o" 20 2=/0" 5=S` /=9" P7'n/ 8 7 Zi' b" ? 3=0 24=0" QIr9o1 45 9 1,5 0// 2 6-6" 8-'6" - ,2f 70 / /2 3o i :� " 2 /�&!, 286„ P7o 2 z 8 /8 O'' 2 2 6" /5.6BIc6o/ /6 6 9' 6 " ? /'9" 7' 9" 2 I -f" 2o`6 P70-3 8 / 9 , 0 „ 2 5. 0" 14'0" 8F(o2 /6 30 - 0' 2 ,2F7'� 8 20� o" 2 /�6" /8`6, 107o¢ B I 5' /o /y 2'0'' 0�/o' 3-,0' J3)05 o3 32 20'-0" 2 /,9„ ,CIF10# 8 /31 for, 2 /�6 /�'o" 5fr. 4 2zf q„ 6A604 22 G- O" 2 2_ � 4'0" 4-0 RF�o� 8 30'-0" 2 , „ 2-9 , " ?73 Sfr �i 7 /, 20- d - BF6o5 .36 l2' 0", 2 4'6'� y�6 RICTo g 22-0 " 2 2-'9" /9-3 P4o 1 2 4 9 G " T / 4 „ o. /I„ 3, 6.; 0-// � 3,61, ¢,I 5fr. 20 20, 01, - Sfr: 4- IO 30-' O" _ Soo/ 45 I/'- 0" 5/ 5 3'4' 3 6" 3•`4" S" Bf6o6 52 6 /G'- roll 2 2,o /2,6 2-'0' S7`r. 8 20'-0/' -. S4a2 45 9= O" S/ 5 3.4" f'6„ 3'4" 5" Sir. /2 5 2o= o" - S1`r. g 30 0'' •-- S4o3 45 4• .3•_ 0" S/ - 019/, 3,6" o'9„ _ Sfr. F, ,� 20'_ O I' _ str �4 ¢ 71- a" '- Wing Walls. 4 7 /2' ro - NORTH ABUTMENT. ` I`" : : � bxl6o/ 4o 6 4'- G" 2 Footing Pad. ,SGo1 4o 9'- 3 /' 2 1'6" Y9' Columns & BearingCa s, AR?o/ 45 9 /5' d" 2 9.G" 8.1611 e1r. 32 6 /2� 4" - Rloo/ 40 /0 25 "3" 2 3�ro" 21 �� ,4F6o/ /G 6 9 fv " 2 /� 9" 7'9" $tz/5o/ 26 S 9 a /' 2 9/002 60 /0 23"41' / 1',5, 21'11' AF6o2 /6 30`- o" 2 1 9" 28-3"- R9o1 /6 9 28- o'" 2 X9" 24�3` AF6o3 32 2o' o'" 2 Ij9" 18�3" Slr. 26 -5 6'- G'` - -- IVIC1- 60 /1 25-3" 2 3.6" 21'q AFGo¢ 22 , o„ 2 2'o 4-0' 64ol /6 4 Al- 9" 2 /'0" 7-9„ R 70 / /co 7' r r/ 27 - O 2 , II 3-O , ! 24 0 .4f 60.3 36 / /I /2 - O 2 , " 4. 6 r !i 7 6 Sir. Jo 4 I!1 4 " - P 702 JCo 1 /6-0 2 2-6" /5!lv" Sfr. 20- R 703 /6 /9 O" 2 5 -0 /¢=o AFloo(o 52 (v /6 - !v " 2 Z'O" /Z G" 2.0" R7o4 /(a 5'-/0" /7 2-a'o40 3'a" 61r. 12 6 20'- o" _ Abutment Wall S/-r'. $ 22� 9" 5A961 45 9 js /0 2 /�2 14�8„ SI'r. 8 7 20'-0" - SMol 2 8 Sol- o" 2 I-'2" 28-/0 Soo/ 90 4 /1' 0" S 3 5' 3 ¢' 3`6" 3--4" .5" 3/ Win Walls 8A802 2 25 1-2" 2 1-'2" 04-0 S402 90 q `- D" 53 5' 3`-4" Ir6n 3,4 3" 3':r Sfr. 4 7 /9 ' 4" - BABd3 2 8'- 7" 2/ /' /" 4`1z" 2'10? d'Io" /Z=o= /1"' 2W 6403 90 4 5� 0" S 3 - 0�9" 3-6 0�9" - AW661 78 G '- 2" 2 ,�'--r 3. 6" BABo4 2 $ �3'- 7" 22 ®'/" 4=12P V14It 0=6" K=o /�„ 2!9z1, Rao / /jo 3 J2'-$„ T / 4„ 3`O" 3,0 3=0" .3 O 4" ACoo/ 78 /0'_ 8 /, 2 /,6'• 4,2„ ,8A6o/ 3lo G I5'-9" l7 /0 /O`' 3-'G, /,5" R302 $00 /01-0 T / 4 -4 0 /•8 3-O /-8 4 ST`r. 32 /9 - 4 - $A6o2 7 3o`- 0" 2 /-o" 2W R3o3 /30 3 9'-4" T/ 4' 2'2" f-'J" 2„ 2,2, i 4„ 5�r 40 77/ G I, 6AGo3 7 22` 0 2 1-'0 21!0„ R40/ 4 4 9'_ �," T/ 4" Dill" 3'6" 0-1/ .3,'r+o" 4" ��/�'I 4G1 5 ! ,- C.;... � /=�'' 7!6" I'6s✓Y /3AGo4- /D � 30,011 2 Sir. I 3 /9 ,- 4- _ BAG66 to 23'- O" 2 A 40/ 26 4 /o' 2 " 2 /'O" 9=2" BAG66 20 I 1 ' - o •• 2 /=6 " 9- 6" Sfr. 14 4 /9 = 4 " - B,Q6a7 5 I 30'- o" 2 2-'6" 27'6' PIER 4 with barrier f3A6o8 5 25 - D 2 2- 6 ' " 22 6 ' � Footing f3A6o9 45 // - s /Y 9-0 /-2 1-6 60 i/ 7' 4" 2 /'/d' 5V, Abutment Wall. BAG/o 30 /a- 4" Zn 8'0" 7'6" 0=10" iy%7 4 7 25-,aa 2 1,6,. 24-`O" AA9ol 45 9 /7-¢" 2 I-2' /6`2 6A6/I 4 14'-0" 2 /'0" /3=0" P%8 4 12'0" 2 1' a" /o=b" AA661 2 S 30'--O'` 2 /-'2"27--'/0' ,BAG/2 4 5'- 6" 2 /=o" 4'6' AA802 2 25' Z" 2 /-'2" 24'0" f3.4613 4 y' 7" /Y 3'4" 0'-l/" 3=4`I PF6o! Y2 6 !O' !o" 2 /-9" i'O" /-'9" .�(A803 2 8'- 7'' 2/ /=1" 4'-/2 2--%2 Q 6„ k 0'8�Z" 2!9�" 6Ar,10 4 5, !/" 2 h5" 4,G„ Pf6a2 9t7 3 7" Z /�9" 3�S'I AA8o4 2 8 8'- 7" 22 �1-' I" 4"1/G" 2=1o�i"o'6„ /� o, 211 2�9�" Ba6r5 8 I7' 8" 2 J'�" /G�2" P,C7-- l 6 7 30 , 0 " 2 I-V 28'6 AA loo / 36 6 / 7'' 3" / 7 / !�"3 - 6' / � 5' $AroJ6 /2 / r � 2 /' 2 >' o' J /6'2" FF7^2 6 22� O" 2 /�6 Za'6' AA6o2 8 30'- o" 2 /'o" 29=0 3A61-/ 8 /4 ` 0 20 6!0" 5!z" ayjo,. PF7C3 4 20� o'' 2 /-`G' /F1"6" AA6o3 8 22'- O" 2 /-o" 2/=0n BA6/$ 2 /0= 4a TI 1'6* S/2" 2'6" /'2" PF'c 4 I3'- fo" Z /`6 /ZD" AAl004 // 30'- o" 2 /=6" 286' 6A6/9 2 7'_ 8" 20 Sfr. 4 -- '? 20 � O �` - AA6oS / / 23 ' 0 " 2 1!6 " 2/-,6" BA 561 3 5 30 = O" 2 /-'O" ?9'0,! Sir. 4 5 30 = 0!' -- AAGo6 22 / l '- 0" 2 /'6" 9'G' 6A5o2 3 21' 6" 51r. 4 5 • It 2d - O - AAG07 .S / /l 30 - O 2 r II 2.6 I II/, 27- BA5o3 /6 9- 4 2 1-0 , -/ 6 ©-/O 5fr. 32 4 ! /� 7- 0 - AA608 5 I /! ?5 - O 2 / " 2-G , " 22-6 6A6o4 8 , // y- O 2 r " 1- 0 r // 5-2 r I D-/o 2 50 - C - AA6o9 4.5 // - 8" /7 9,Or, 1!2r, /, 61, 8A5o5 2 4 ,- 6 " 20 / 0„ 2/6„ I•o" � AA6/o 34 /6=4" 20 B'o" 7!a, 0-,/0' BAS06 2 5 If 10 2 0�/a'� 3,2"1 AA611 4 15� 6" 2 /-'0' 14-'6 Sfr. /6 4 41-• 0" -- Rib Barrier & Columns Pi/o1 Zo I/ 44` 4" 1 2` /f' P/00/ 6a /O 23l = 8" 2 2 0' 21-5 21--'g' --- --- -� - AAG/2 QQ6/3 AAG/4 4- Q 4 5= 6'/ 7 - 7'" 5 2 /7' /'o" ¢$" .3 `4 �'11'• 3,¢" P6a/ .¢¢ 6 91 5!, 2 ?:6„ 6-11,,,._. - --- /1t16/5 8 /9 =2" 2 I'G" /7-'B" P602 46 6 9-'8" 2 2=6" 7: 2' AAG16 /2 � I8 - 8" 2 /'0" /7' 9 P7o5 /0 7 30�-0" 2 28l, 27-4• AAG17 $ I4'0/! 20 8.0' 5�2.. 0=10' P7o6 /o T ` `! 22- O 2 ' 2-8 ' " /9.4 AA618 /2' /O = 4" 7-/ /!6" .5=2" Zi6'/ ji2,i P4ol 45 ¢ %- 8" l y 2-'3 3i2r/ 2/3r/ /0 Y t 3! 2' AA �0/9 2 G 7'-- 8" 20 //G„ s,z., //DI/ P4o? 45 j 9' o" 17 2=3 4V 2!.3 AA-6t 3 5 30 - o" 2 / o`' 29'0 Sfr . 6 271 a " - AA5o2 3 21 6 " 2 1-'0" 20`6' Sir. 6 4 .,o = a" - AA5e3 /8 9 - 4 " 2 /-'o" Y'6" d %" P3o1 65 3 9-8 " T / �" 2,a 2,6„ 2=0 2'6 4 AA-6o4 8 Y/ O " 2 /!oI S-2„ 0,1o! AA5o3 2 6 4, 6 2 0" 2I6" l-o" A G B TYPE J. A G B T Ylc' E . TYPIE /'7. 8 C D TYPE 20 8 6G A E D T YFE T / NOTES Ell 0 T YFZ 2I. T YFE T 4- Typical Bar Bending Details in Schedule. UN N c Perp. hook /-vlol/p 9000917Z s'D Perp hook fofofe 901.,Lelz. TYPE S 3--- I . A II reinforcement is indicated by nominal dimension. 2. No allowance has been made for bend curvature except for standard hook. 3. Bending details & notes as outlined in ACI standard A 317 ( latest issue) `Manual of Standard Practice for Detailing Reinforcing Concrete Structures' are hereby made a part of these notes. 4. str = straight bar . 5. All bending patterns are in accord with ACI recommendations. 6. All reinforcement shall conform with ASTM standard A 615 Grade 60 bars except 44 & -43 bars shall meet Grade 40 and fy must be less than fy = 55 K/0. 14 SCANNED OCR' 2 7 2006 r r IF 'fix i j. ✓.� i C' M47Y / 978 ✓B - LAE J.SE3. 11q4r.4g4j-. 3•19G5•3ool• ton/ h%a,. to 12