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HomeMy WebLinkAboutTED4001782.52REGION NO. STATE FEDERAL AID PROJECT NO. SHEET NO. 10 WASH. 8 R wl - 128 8 ('2 - t, 3 (�,35 S- BAR IS INCLUDED IN SUBSTRUCTURE QUANTITIES F = BAR IS TO BE FIELD WELDED T=TIE OR STIRRUP LOCATION z X Q B044 BEAM PIER 2+3+10+11 BOTT B045 BEAM PIER 4 TO 9 FACE 3C46 BEAM PIER 4 TIC 9 FACE B047 BEAM PIER 4+9 TOP BC48 BEAM PIER 4+9 TOP 0049 BEAM PIER 4+9 TOP BC50 BEAM PIER 4+9 BOTT E051 BEAM PIER 4+9 BOTT B052 BEAM PIER 5+8 TOP BC53 BEAM PIER 5+8 TOP B054 BEAM PIER 5+8 TOP E055 BEAM PIER 5+8 80TT 0056 BEAM PIER 5+8 BOTT 0057 BEAM PIER 5+8 BOTT BC58 BEAM PIER 6+7 TOP B059 BEAM PIER 6+7 TOP E = BAR IS TO BE EPDXY COATED V= BAR DIMENSIONS VARY BETWEEN DIMENSIONS SHOWN ON THIS LINE AND THE FOLLOWING LINE W � o Q = WI �W�8w V U In F5 3cnW X 4 V)zm m F c=nuj> z FT. IN. 9 20 50 18 3.0 11 42 50 30 8.0 11 *2 50 32 8.0 11 1E 50 33 1.0 11 4 50 31 1.0 11 f 50 18 3.0 11 14 80 26 1.0 11 it 50 18 3.0 11 if 50 33 1.0 11 4 50 31 1.0 11 8 50 18 3.0 11 10 FO 26 1.0 11 4 80 '24 1.0 11 4 50 18 3.0 11 1P 50 33 1.0 11 12 50 18 3.0 DIMENSIONS (OUT TO OUT) W X Y Z FT. IN. FT IN. FT. IN. FT IN. LENGTH WEIGHT =0 )EG. DEG. I FT. IN. is 3. 30 S. 32 8. 33 1. 18 A. 6 6.0 0.0 1 7.0 1 0.0[175 0 32 18 7. 3. 33 1. 31 1. 18 3. 6 6.0 0.0 7.0 0.0 175 0 32 7. 6 6.0 C.0 7.0 0.0 175 C 30 7. 18 3. 33 1. 18 3. S = BAR IS INCLUDED IN SUBSTRUCTURE QUANTITIES F = BAR IS TO BE FIELD WELDED T= TIE OR STIRRUP z I LOCATION Y LBS, 124 t 6843 C001 COLUMN PIER 2 VERT . 7290 ICCO21COLUMN PIER 2 VERJ* 661 C003 COLUMN PIER 3 VERT. 776 C004 COLUMN PIER 3. VERT. 2424 C005 COLUMN PIER 10 VERT- 1551 C006 COLUMN PIER 10 VERT. 316, C007 COLUMN PIER 11 VERT. 66 C008 COLUMN PIER 11 VERT. 77 OLUMN PIER 4 VERT. 1731 0 OCOLUMN 1 PIER 9 VERT, 650 C011 COLUMN PIER 5 VERT. 388 C012 COLUMN PIER 8 VERT* 3164 C013 COLUMN PIER 6 VERT. 1164 CO14 COLUMN PIER 7 VERT. E = BAR IS TO BE EPDXY COATED V= BAR DIMENSIONS VARY BETWEEN DIMENSIONS SHOWN ON THIS LINE AND THE FOLLOWING LINE W °C a W DIMENSIONS ( OUT TO OUT) m� o 6 3� U w V w U W X Y 81 62 U5 � � Z m Z m rW- 6 co n W cr Z FT. IN. FT. IN, FT. 1N. FT IN. FT PIN. DEG. DE.( 8 1 56154 8 20 54 9 Sb 54 9 20 54 10 % 54 18 20 54 8 56 54 8 20 S4 10 152 50 10 112 50 LI 76 54 11 .16 54 10 76 50 10 76 50 20 111.5 201 5.9 28 4.5 27 10.5 32 5.5 31 9.5 18 9.5 18 3.5 41 11.0 47 8.0 46 7.0 51 .2.0 49 0.5 48 0.5 LENGTH I WEIGHT FT. I i N. I LBS. 22 1. 3302 21 - 7. 1193 29 S. 5649 29 2. 1983 33 10. 8153 33 4. 2869 19 11. 2978 19 5. 44 6. 28451 3. 32212_ 1 S461 48 3 52 10.. 60 7- 16542 z" 7. 16215 8060 BEAM PIER 6+7 BOTT 11 10 80 26 1.0 6 6.0 0.0 7.0 0.0 175 0 32 7. 1731 019 OLUMN PIER 8 70 11 TIES 6 71 2 8.0 7 7 4.0 16 1. 0061 BEAM PIER 6+7 BOTT 11 4 80 24 1.0 6 6.0 0.0 7.0 0.0 1T5 0 30 7. 650 016 OLUMN PIER 2 TO 11 TIES 3048 7 2 1.0 3 1. SC62 BEAM PIER 6+7 BOTT 11 4 50 18 3.0 18 3. 388 017 OLUMN PIER 2+3+10+11 TOI J.2 8.0 `4 4.0 4 4.0 10 1. B064 BEAM PIER 2 TO 11 STIRRUP 5 3F4 56 5 4.0 6 9. 2703 018 OLUMN PIER 243+10+11 TOP 6 ) 61 2 8.0 2 0.0 2 0.0 O.ra 0.0 6 4. 8069 BEAM PIER 2 3 10 11 STIRRUP 5 1C4 94 V 4 7 4.S e7 ' 93 22 2. Oi9 OLUMM PIER 243+10+11 TOP 5 48 1 2 8.0 2 0.0 2 1*0 0.0 0.0 6 5. 7 11.0 87 93 23 3. 2463 020, OLUMN PIER 2+3+10+11 TOP 5 8 61 1 9.0 2 0.0 2 0.0 0.0 0.0 5 6. B070 BEAM PIER 2 3 10 11 STIRRUP 5 2C8 56 V 8 7 4.5 8 10. C21 LUMN PIER 2+3+10+11 TOP 5 16 1 3 3.0 2 0.0 2 0.0 0.0 0.0 7 0, 7 11.0 9 4. 1971 022 OLUMN PIER 2+3♦10+11 TOP 5 16 1 4 0.0 2 0.0 2 0.0 0.0 0.0 7 9. BC71 BEAM PIER 2 3 10 11 STIRRUP 5 36 94 V 4 6 9.0 e7 93 20 11. CO23 COLUMN PIER 2+3+10+11 TOP 5 16 SO 6 0.0 6 0. 7 4.5 87 93 22 2. 807 CO24 OLUMN PIER 2 TO 11 SPIRAL 4 52 67 2 6.0 3.0 48 370 11. 8072 BEAM PIER 2 3 10 11 STIRRUP 5 "ti2 56 V 8 6 9.0 8 2. 7 4.5 8 10. 638 CO25 COLUMN PIER 2 3 10 II 5 48 94 9 9.0 8079 BEAM PIER 4 9 STIRRUP 5 24 94 V 2 7 8.5 E8 92 22 10. 7 11.0 88 92 23 3. 574 B080 BEAM PIER 4 9 STIRRUP 5 48 56 V 4 7 8.5 9 2. 7 11.0 9 4. 462 0081 BEAM PIER 4 9 STIRRUP 5 32 94 V 4 7 7.5 E8 92 22 8. 7 8.5 88 92 22 10. 76W BC82 BEAM PIER 4 9 STIRRUP 5 64 56 V 8 7 7.5 9 1. 24 94 7 8.5 9 2. saw 8083 BEAM PIER 4 9 STIRRUP 5 V 2 7 4.5 E8 92 22 2. 1§" BC84 BEAM PIER 4 9 STIRRUP 5 48 56 V 4 7 4.5 7 7.5 88 92 22 8. 8 18. 151 7 7.5 9 1. B085 BEAM PIER 4 9 STIRRUP 24 34 V 2 6 9.0 88 92 20 11. 7 4.5 e8 92 22 2. 4 B086 BEAM PIER 4 9 STIRRUP _ 36 56 V 4 6 9.0 8 2. 7 4.5 8 10. sg2 B093 BEAM PIER 5 8 STIRRUP 5 24 S4 V 2 7 8.5 88 92 22 100 7 11.0 88 S2 23 3. ISM B094 BEAM PIER 5 8 STIRRUP 5 44 56 V 4 7 8.5 9 2. 7 11.0 9 4. 424 8095 BEAM PIER 5 8 STIRRUP 5 16 S4 V 2 7 7.5 88 .92 22 8. 7 8.5 e8 92 22 10 BC96 BEAM PIER 5 8 STIRRUP 5 32 56 V 4 7 7.5 9 1� 7 8.5 9 2. 30+ B097 BEAM PIER 5 8 STIRRUP 5 24 S4 V 2 7 4.5 88 92 22 2. 7 7.5 F8 92 22 8. 55W 8098 BEAM PIER 5 8 STIRRUP 5 48 56 V 4 7 4.5 8 10. 7 7.5 9 1. 446 8099 BEAM PIER 5 8 STIRRUP 5 12 54 V 2 6 9.Q 88 92 20 11. 7 4.5 F8 S2 22 2. 26>� B100 BEAM PIER 5 8 STIRRUP 24 56 V 4 6 9.0 8 2. 7 4.5 8 10. 212 B107 BEAM PIER 6 7 STIRRUP 18 94 V 2 7 8.5 90 90 22 10.' 7 11.0 SO 90 23 3. 430 0108 BEAM PIER 6 7 STIRRUP 5 44 56 V 4 7 8.5 9 2. 4, 424 7 11.0 9 B 10 BEAM PI'�R 6 7 STIRRUP 5 S4 V 2 7 7. 90 90 22 8, 7 8. 90 90 29 11. 378 B11 BEAM PIER 6 7 STIRRUP 5 24- 56 V 4 7 7.5 7 8.5 9 2.8t1 Blll BEAM PIER 6 7 STIRRUP 5 22 94 V 2 7 4.5 90 90 22 2. 7 7.5 9C 90 22 •8. 514 B112 BEAM PIER 6 7 STIRRUP 5 44 5'6 V 4 7 4.5 8 10. 113 BEAM PIER 6 7 STIRRUP 114 BEAM PIER 6 7 STIRRUP SL PERIOR REPROGRAPHICS 7 7.5 5 14 S4 V 2 5 2E 56 V 4 6 S.0 6 I 9.0 7 4.5 9 1. 90 90 20 11. 90 90 22 2. 8 2. L-1l 411 315 46 �11.7 129 100 12884 1 BENDING DIAGRAMS o3'I-jI/)c I 11 r"-1 rz, II r� TYPE 50' X TYK TYPE 51 3 TYPE 60 3j TYPE 61 3 62 TYPE 5 J Yt r-- X-� r~--� TYPE to 3 a x 3c TYPE 64 to 3C TYPE 55 IL TYPE 56 �1 c� 0,TYPE 66 W 3c x W CL 61 SPA. O W TYPE 67 U Y Z I TYPE 80 BZ } o ti x (L x TYPE 79 3 3 Y I TYPE 61 921 Z } �.� U �--TYPE 82-, 135° TYPE 57 TYPE 83 5° NOTES: I. ALL REINFORCING BARS ON THIS SHEET SHALL BE A.ST.M. A-615 GRADE 60 W" re-re�c n:Tit nr� rr„itnr 2. REINFORCINI FOR PRECAST CONCRETE TRAFFIC BARRIER IS NOT SHOWN IN THIS BAR LIST. SEE SF 45. 3. BEND FOR TRANSVERSE BARS DUE TO ROADWAY CROWN CONDITION. HAVE NOT BEEN SHOWN. THESE BARS SHALL BE BENT AS REQUIRED TO CONFORM TO THE CONFIGURATION OF THE STRUCTURE. 90° IL TYPE 90 21- 011 I 11 0-8 _j- 90° 1350 O TYPE 93 r A 100° 100° I7'5° 175° L�4 t135° 904'-11" 14'-6"'-11°" 1_ TYPE 92 ti1•PHA ENGINEERS INC, CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST _`_TTLE. WASHINGTON 98188 , -,o �LAJN�� A. J CO �I � • a� f� `� �s�QlVai ENC'� a'��;j�`''^:L 4.`' Q®' t-.ITY OF RENTCjIv DEPARTMENT OF PUBLIC WCRKS STEEL REINFORCING BAR QUANTITIES URSNOT INCLUDED IN THIS BAR LIST COMPANY S.W. GRADY WAY BRIDGE Consulting Engineers and Analysts REPLACEMENT Seattle. Washington BAR LIST- SUBSTRUCTURE, STAGE II Ek III, CONT-D. DESIGNEr D• L • DATE APRIL,19OZ _ _ DRAWN_ GIM• PER p• L.. SCALE NONE FIELD 9QOK-. %'e"r REVISED ,. ER RECORD lJWG • 3-13-87 CHECK ►Vv_ rtc.1,�vin Krrrt. un 1 APPROVEi, SHEET 57 4 r1 63.- DIRECTOP OF PUBLIC WORKS l - � -7 s.fANN CD MAR 2 6 3