Loading...
HomeMy WebLinkAboutTED4001782.51S- BAR IS INCLUDED IN SUBSTRUCTURE QUANTITIES Fit BAR IS TO BE FIELD WELDED T=TIE OR STIRRUP EIS BAR IS TO BE EPDXY COATED V=BAR DIMENSIONS VARY BETWEEN DIMENSIONS SHOWN ON THIS LINE AND THE FOLLOWING LINE LOCATION w � o - 9 rn v DIMENSIONS (OUT TO OUT) Y , W W U W X Y Z W L4co ac cn z � F ch k > i FT. IN. FT. IN. FT. IN. FT. IN. FT. IN. S 1 LONGITUDINAL FIELD CUT 5 552 50 E 32 LONGITUDINAL 6 180 50 E S3 LONGITUDINAL FIELD CUT 5 306 50 S4 TRANSVERSE 51709 50 28 1.0 SE TRANSVERSE 5 1701 = 54 E 28 1.0 Se LONGITUDINAL BARS OVER INT. PIERS S 50 E 52 0.0 SS 9 80� 50 E 28 0.0 < S 10 9 54 ! 50 E 44 0.0 S11 91 150 E 26 0.0 S 12 9 , 78 50 E 46 0.0 S 13. ! 7 50 E 40 0.0 S 14 7 16 50 E 26 0.0 S15 9 18 50 E 45 0.0 S17 9 16 50 E 30 0.0 -S, _8 9 18 50 F 50 0.0 SIC LONGITUDINAL BARS OVER INT. PIERS 9 16 50 JE 1 27 0.0 S 2G LONGITUDINAL OVER DIAPHRAGMS 5 220 50 E 6 0.0 S21 TRANSVERSE 4 lia 50 E 7 0.0 LIGHT BASE S­ 4 9 50 6 0.0 S25 4 12 50 4 6.0 S26 4 12 60 T 1 0.0 1 0.0 4.0 S27 4 15 60 T 1 9.0 1 9.0 4.0 S40 END DIAPHRAGM 11 4 50 29 3.0 S42 5 46 50 7 0.0 S43 4 50 61 1 2.0 3 9.0 3 9.0 1 0.0 1 0.0 S44 4 50 61 >2 9.0 8.0 8.0 0.0 0.0 S45 4 5C 64 E 5 0.0 2 7.0 2 9.0 8.0 S46 5 16 50 3 8.0 S 51 INTERIOR DIAPHRAGM S 22 50 24 S.0 S 53 4 462 71 E 6.0 5 0.0 5 0.0 S54 4 2E4 50 7 9.0 S55 8 22 50 24 S.0 S 571 71 8 8 50 I I 1 1 26 5.0 31 LONGITUDINAL FIELD CUT 5 484 50 32 LONGITUDINAL 6 232 50 LONGITUDINAL FIELD CUT 5 638 50 S `_ TRANSVERSE 5 1709 ';0 S7 TRANSVERSE 5 1707 5 SE LONGITUDINAL BARS OVER INT. PIERS 9 c.1 1 D0 SS I S lOC 50 S 10 1 9 712 50 S11 9 4C 1 50 S 12 9 ?-A 50 S13 i 7 24 50 S 14 I 7 20 50 S15 9 24 50 S 16 S 46 50 S 17 11 9 20 50 S 18 9 24 50 S19 9 18 50 S20 LONGITUDINAL OVER DIAPHRAGMS 5 '70 S21 TRANSVERSE 4 912 0 LIGHT BASE �1 4 E 50 S25 4 E `0 S 26 4 8160 T S27 '0 T S 28 AT BARRIER ANCHORS 604 9 c 74 AT RAILING ANCHORS 302 4 S30 AT CURB 3 F -_ 50 END DIAPHRAGM 11 - S42 5 48 50 S43 4 60 61 S44 - 4 66 61 S45 4 E6 64 S46 5 16 50 S 5 2 INTERIOR DIAPHRAGM 9 22 50 S53 4 638 71 S54 4 2E4 54 S 56 8 22 50 S58 7 EE 50 S16 LONG BARS OVER INT. PRS. AP A06A ABUT FTG. PR, la 12 SUPERIOR REPROUP.'" i 9 36 50 5 12 50 I i E E E E E E E E E E E E .y E E V 341 8.0 34 8.0 > 7.0 C.0 52 0_0 28 C.0 44 0.0 26 0.0 46 0.0 40 C.0 26 0.0 45 O.0 42 0.0 30 0.0 50 0.0 27 0.0 6 0.0 7 0.0 6 0.0 4 6.0 1 1 1 2 0.0 S.0 6.0 6.0 1 1 0.0 9.0 9.0 4.0 4.0 4.0 4.0 34 0.0 7 0.0 1 2.0 3 9.0 3 9.0 1 0.0 1 0.0 2 9.0 8.0 , 8.0 7.0 0.0 0.0 3 3,0 7.0 8.0 3 8.0 29 0.0 6.0 5 0.0 51 0.01 7 6.13 29 0.0 32 3.0 42 0.0 46 0.0 6 0.0 S = BAR IS INCLUDED IN SUBSTRUCTURE QUANTITIES E = BAR IS TO BE EPDXY COATED F = BAR IS TO BE FIELD WELDED V • BAR DIMENSIONS VARY BETWEEN DIMENSIONS To TIE OR STIRRUP SHOWN ON THIS LINE AND THE FOLLOWING LINE LENGTH WEIGHT p LOCATION p cr o �Q = DIMENSIONS (OUT TO OUT) LENGTH WEIGHT Z aCW �WOEU V el 92 Y co- p 3 1-W W U W X Y Z el e2 Q N E w W pm x )EG. DEG. FT. IN. LBS. 05 ,� ao �. u- cn � j Z FT.- IN. FT IN. FT. IN. FT IN. FT. IN. DEG. DEG. FT.1 1 IN. LBS. 16488 AC09 ABUTMENT MALL PIER 1 6 12 5 1,44 54 V 4 10 9.0 11 6. 11697 11. 5.0 12 2. 1777 27875 A003 ABUTMENT WALL PIER 1 6 12. 5 52 54 34 9.0 35 6. 1925 AC26 ABUTMENT FOOTING PIER 1 6 12 5 72 61 7 8.0 2 1.0 2 1.0 0.0 0.0 11 7. 870 28 1 50058 4C06 ABUTMENT FCOTING PIER 1 6 12 5 44 50 34 9.0 34 9. 1595 28 10. 52190 %007 ABUTMENT CCRBEL PIER 1 E 12 4- 72 93 ,5 9. 277 52 04008 ABUTMENT FOOTING PIER 1 6 12 4 18 70 T 4.0 4 3.0 0.0 5 0. 60 28 0.. 7 616 4C10 ABUTMENT WALL PIER 1 6 12 4 54 70 T 4.0 9.0 0.0 1 6. 54 44 0. 8078 k025 ABUTMENT FCOTING PIER 1 6 12 5 1.44 54 V 4 4 6.0 5 3. 26 0. 5 2.0 5 11. 839 46 0. 2815 A013 ABUTMENT FACE 5 4 50 34 9.0 34 9. 145 146 40 0. 14ii C15 ING WALL VERT 5 14 0 10 0.0 10 0. 26 0. 850 A014 WING WALL FCRIZ 5 16 65 3 9.0 5 6.0 0.0 9 2. 153 45 0. 2754 A016 CURB 5 2 50 6 0.0 6 0. 13 AC17 CURB 5 - 12. 2 0.0 2 7. 32 30 0. 1632 A018 CURB 5 2 50 2 2.0 2 2. 5 50 0. 3060 C19 CURB 5 6 70 9.0 1 2.0 1 2.0 4 0. 25 27 0. 146S C20 GIRDER STOP 5 30 70 1 9.0 2 8.0 2 8.0 8 0. 250 6 0. 1377 C21 1AINGWALL HCRIZ 5 32 54 5 11.0 6 8. 222 7 0. 4265 NC22 WINGWALL VERTICAL 5 26 54 12 9.0 13 6. 366 A033 MINGWALL HCRIZ 5 12 54 9 7.0 10 4. 129 6 0. 36 AC27 WINGNALL HCRIZ 5 8 54 11 7.0 12 4. 103 A024 GIRDER STOP 5 12 61 6 0.0 2 8.0 2 8.0 0.0 0.0 11 1. 139 4 6. 36 AC36 WINGWALL 5 6 56 5 2.0 6 7. 41 5 00 A037 %INGWALL 5 4 56 2 8.0 4 1• 17 7 3. 73 AC30 ABUTMENT FCOTING PIER 1 6 12 5 144 61 7 8.0 2 1.0 2 1.0 0.0 0.0 11 7. 1- 29 3. 622 AC38 IIINGWALL 5 32 a3 9.0 1 0.0 1 0.0 0.0 0.0 2 6. 83 7 0. 350 AC31 DOWELS EXP JOINT 5 78 73 1 6.0 2 2.0 2 2.0 0.0 0.0 5 7. 454 9 11• 331 F001 FOOTING PIER 243+10+11 10 108 50 15 8.0 15 8. 7281 2 10. 97 F002 FOOTING PIER 2+3+10+11 10 72 50 18 8.0 18 8. 5183 6 228 F003 FOOTING PIER 2+3+10+11 9 76 50 15 8.0 15 8. 4048 8. FC04 FOOTING PIER 2+3+10+1'1 9 64 50 18 8.0 18 8. 4062 24 9. 1851 F005 FOOTING PIER 2+3+10+11 5 32 50 15 8.0 15 8. 523 10 3. 3163 FC06 FOOTING PIER 2+3+10+11 5 32 50 18 8.0 18 8. 623 7 9. 1367 FC07 FOCTING PIER 2+3+10+11 5 104 56 5 C.0 6 5. 6% 24 9. 1454 F008 FOOTING PIER 2+3+10+11 5 128 56 4 9.5 6 3. 834 •5 F009 FOOTING PIER 2+3+10+11 10 144 71 1 10.0 6 0.0 6 0.0 12 11. 8004 F010 FOOTING PIER 4+9 11 72 50 19 8.0 19 8. 7523 F011 FOCTING PIER 4+9 11 EC 50 23 8.0 23 8. 7544 22671 ' F C12 FOOTING PIER 4+9 8 66 50 19 8.0 19 8. 3466 F013 FOOTING PIER 4+9 8 40 50 23 8.0 23 8. 2528 15183 F014 FOOTING PIER 4+9 5 2C 50 19 8.0 19 8. 410 35147 F015 FOOTING PIER 4+9 5 2C 50 23 8.0 23 8. 494 34 8. 61793 F016 FOOTING PIER 4+9 5 64 56 6 6.0 7 11. 528 35 2. 63 204 F017 FOCTING PIER 4+9 5 8C 56 6 3.5 7 9. 647 52 0. Wit„ .F018 FOOTING PIER 4+9 10 96 71 1 10.0 6 0.0 6 0.0 12 11. 5336 28 0. 9520 FC19 FOOTING PIER 5+8 10 64 50 15 8.0 15 8. &414 44 0. 10 771 F 020 FOOTING PIER 5+8 10 40 50 23 8.0 23 8. 4074 26 0. F021 FOOTING PIER 5+8 8 52 50 15 8.0 15 8. 2314` 46 0. 3754 FC22 FOOTING PIER 5+8 8 34 50 23 8.0 23 8. 2330 40 0. F023 FOOTING PIER 5+8 5 50 15 8.0 15 8. 26 0. 1063 F024 FOOTING PIER 5+8 5 20 50 23 8.0 23 8. 45 0. 3672 FC25 FOOTING PIER 5+8 5 65 56 6 6.0 7 11. 562 42 0. -Tgfi F026 FOOTING PIER 5+8 5 72 56 6 3.5 7 9. 582 30 0. 2040 FC27 FOCTING PIER 5+8 10 84 71 1 10.0 6 0.0 6 0.0 12 11. 4669 50 0. F028 FOOTING PIER 6+7 10 64 50 15 8.0 15 8. 4314 27 0. 1652 FC29 FOOTING PIER 6+7 10 36 50 23 8.0 23 8. 3666 6 0. 1652 F030 FOOTING PIER 6+7 8 4E 50 15 8.0 15 8. 2008 7 0. 42-65 'FC31 FOOTING PIER 6+7 8 32 50 23 8.0 23 8. 2022 032 FOOTING PIER 6+7 5 20 50 15 8.0 15 8. 327 6 0. 24 033 FOOTING PIER 6+7 5 20 50 23 8.0 23 8. 494 [FC34 FOOTING PIER 6+7 5 64 56 6 6.0 7 11. 528 4 6. 24 C35 FOOTING PIER 6+7 5 64 56 6 3.5 7 9. 517 4 3. 23 F036 FOOTING PIER 6+7 10 e4 71 1 10.0 6 0.0 6 0.0 12 11. 4669 7 3. '" F037 FOOTING PIER 1+12 7 112 50 6 0.0 b 0. 1374 2 7. 1076 F038 FOOTING PIER 2+3+10+11 7 44E 50 6 0.0 6 0. 5494 3 1. 622 FC39 FOOTING PIER 4 TO 9 7 784 50 6 0.0 6 0. S615 34 0. 723 F040 FOOTING 2 TO 11 I.ORIZ.CORNER 5 1E4 65 2 0.0 2 0.0 0.0 3 11. 752 7 0. 350 BCO1 BEAM PIER 2+3+10+11 BLOCK 5 36 61 2 6.0 2 6.0 2 6.0 0.0 0.0 7 3. 272 10 2. 41 SCO2 BEAM PIER 2+3 +10+11 BLOCK 5 12 61 3 8.0 2 6.0 2 6.0 0.0 0.0 8 5. 105 3 10. 169 BC03 BEAM PIER 2+3+10+11 BLOCK 4 16 61 2 7.0 2 9.0 2 S.0 0.0 0.0 7 10. 84 6 10. 302 8006 BEAM PIER 2 TO 11 FACE 5 g@ 61 5 4.0 2 6.0 2 6.0 0.0 0.0 10 1. 252 3 8. 61 0038 BEAM PIER 2+3+10+11 FACE 5 g4 610 6 7.0 2 6.0 2 6.0 2.5 2.5 98 87 11 4. 284 29 -4• 2169 SC39 BEAM PIER 2+3+10+11 FACE 5 41? 50 33 7.0 33 7. aao•` 10 3. 4368 BC40 BEAM PIER 2+3+10+11 TOP 9 12 50 31 1.0 31 1. 1268 7 6. 1323 0041 BEAM PIER 2+3+10+11 TOP 9 12 50 33 1.0 33 1. 1350 29 0. 1703 EG42 BEAM PIER 2+3f10+11 TOP 9 20 50 28 4.0 28 4. 1527 32 3. 5801 B043 BEAM PIER 2+3+10+11 BOTT 9 24 80 26 1.0 6 6.0 0.0 5.5 0.0 175 0 32 7. 2659 42 0. 46 0. 5385 STEEL REINFORCING BAR QUANTITIES 6 O� 150 NOT INCLUDED IN THIS BAR LIST I , REGION NO. STATE FEDERAL AID PROJECT NO. SHEET NC. 10 WASH. B P M -- 12-8 8 (2 ) I- -3v-,5- 35 ) BENDING DIAGRAMS 83wjv�, TYPE 50 r--' 'F--1 r^1 PE TYPE I � TYPE 61 TYd2 J L I� TYPE TY 7 In 64 TYPE 3:� x TYPE TYPE �. --�--� F•"� 0 TYPE 66 x W IL 81 SPA. 0 W TYPE 67 YeI TYPE 80 TYPE 79 x x Y I Z TYPE 81 ..�.�--TYPE 82 10 135° TYPE 57 I U .� TYPE 83 0 NOTES: 1. ALL REINFORCING BARS ON THIS SHEET SHALL BE A.ST.M. A- 615 GRADE 60 UNLESS SHOWN OTHERWISE. 2. REINFORCING FOR PRECAST CONCRETE TRAFFIC BARRIER IS NOT SHOWN IN THIS BAR LIST. SEE SHEET 45. 3. BEND FOR TRANS`v`ItSE BARS DUE TO ROADWAY CROWN CONDITIONS HAVE NOT BEEN SHOWN. THESE BARS SHALL BE BENT AS REQUIRED TO CONFORM TO THE CONFIGURATION OF THE STRUCTURE. I 90° R 4- 5 -F 4-- 5�� TYPE 90 21011 0-8 90° 135 0 ti TYPE 93 Iwo 100° 175° 173° 14'- 6" L.�4�- 11�� TYPE 91 TYPE 92 ALPHA ENGINEERS INC CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST SEATTLE, WASHINGTON 98188 � A •,w 'l�G, ��. o f wAS dF " 02 s c�STERAL CITY OF R E N T O N DEPARTMENT OF PUBLIC WORKS u H Su 0 m PA N Y S.W. GRADY WAY BRIDGE RFQI Ar'FMFNT BAR LIST- SUPERSTRUCTURE, STAGE I, II 81111; SUBSTRUCTURE, STAGE 1181 III .�_ D.L.. uAfI APF IL,1982 t�� ►�o. DRAWN_. (�.M. CHEC11 D.L. SCALE -NON E FIV-0 .00K 'AGL_ APPROVED SHEET 56 OF (� DIRECTOR OF PUSUC WORKS C>/0 ��AN1VF0 MI;R 2 8 Consulting Engineers and Analysts SE,,attle, Washington _I REVISED PER RECORD DWG GR 3-18-87 NO. I RIEV'ISION DATE