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HomeMy WebLinkAboutTED4001782.50REGION NO. STATE FEDERAL AID PROJECT NO. SHEET NO. 10 WASH. BRM-1288(2) L_ �r�5- 3 6_ ' S- BAR IS INCLUDED IN SUBSTRUCTURE QUANTITIES F - BAR IS TO BE FIELD WELDED T-TIE OR STIRRUP E -BAR IS TO BE EPDXY COATED V- BAR DIMENSIONS VARY BETWEEN DIMENSIONS SHOWN ON THIS LINE AND THE FOLLOWING LINE LOCATION W J = DIMENSIONS (OUT TO OUT) r N W U W X Y Z ]C W N #U U) z � F W cn W > z FT. IN. FT. IN. FT. IN. FT. IN. FT. IN. A001 ABUTMENT MALL PIER 1 6 12 5 10E 54 V 4 10 11.0 11 5.0 A002 ABUTMENT MALL PIER 1 & 12 5 52 54 29 4.0 AC04 ABUTMENT FCGTING PIER 1 6 12 51 54 bl 17 8.0 2 1.0 2 1.0 0.0 0. A005 ABUTMENT FOOTING PIER 1 rr 12 5 44 °O 29 4.Q A012 ABUTMENT FACE 5 4 50 &, 4.0 AC15 WING WALL VERT 5 14 50 10 0.0 A014 WING WALL HORIZ 5 if f5 3 9.0 5 6.0 0.0 A02 GIRDER STOP 5 20 61 1 9.0 2 8.0 2 8.0 0.0 0. AC21 %INGWALL HORIZ 5 64 54 5 11.0 AC2 I,INGWALL VERT 5 2f 54 13 5.0 A03 WINGWALL VERT 5 2f 54 12 11.0 AC24 GIRDER STCP 5 8 61 6 C.0 2 8.0 2 8.0 0.0 0. A031 DOWEL EXP JOINT 5 11 f3 1 6.0 2 2.0 2 2.0 A029 ABUTMENT FCOTING PIER 1 6 12 5 108 61 7 8.0 2 1.0 2 1.0 0.0 0. A033 WINGWALL HGRIZ 5 24 54 9 7.0 A027 wINGWALL HCRIZ 5 It 54 11 9.0 A028 kINGWALL MIDDLE 5 6 56 5 10.0 AC35 hINGWALL 5 6 56 5 4.0 A037 WINGWALL 5 E 56 1 1 2 A.0 A039 WINGWALL 5 80 63 1 3.0 1 0.0 1 0.0 0.0 0. Fool FOOTING PIER 2+3*10+11 10 10E 50 15 8.0 FCC2 FOOTING PIER 2+3+10+11 10 12 50 18 8.0 FC03 FOOTING PIER 2+3+10+11 91 7f 501 1 1 1 1 151 8.0 F004 FOOTING PIER 2+3+10+11 9 64 50 18 8.0 F005 FOOTING PIER 2+3+10+11 5 32 50 15 8.0 FC06 FCGTING PIER 2+3+10+11 5 32 50 18 8.0 F007 FGCTING PIER 2+3+10+11 5 I 56 5 0.0 FC08 FOOTING PIER 2+3+10+11 5 12E 56 4 9.5 F009 FOOTING PIER 243*10+11 10 144 71 1 1C.0 6 0.0 6 C.0 FC10 FCCTING PIER 4+9 11 72 50 19 8.0 FO11 FOOTING,PIER 4+9 11 fC 50 23 8.0 F012 FOOTING PIER 4+9 8 66 50 19 8.0 F013 FOOTING PIER 449 8 4C 50 23 8.0 FC14 FOOTING PIER 4+9 5 20 50 19 8.0 FO1 FGCTING PIER 449 5 20 50 23 8.0 FC16 FOOTING PIER 4+9 5 64 56 6 6.0 F017 FOCTItG PIER 4+9 5 EC 56 6 3.5 FOIS FOOTING PIER 4+9 10 S6 71 1 10.0 6 0.0 6 0.0 F019 FOOTING PIER 548 10 f4 50 1 15 8.0 FC20 FOOTING PIER 5+8 10 36 50 23 8.0 FC21 FCGTING PIER 5+8 8 4E 50 15 8.0 F022 FOOTING PIER 5+8 8 32 50 23 8.0 F023 FOOTING PIER 548 5 2C 50 15 8.0 FC24 FOOTING PIER 5+8 5 20 50 23 8.0 FC25 FGCTING PIER 5+8 5 f4 56 6 6.0 FC26 FOOTING PIER 5+8 5 64 56 6 3.5 F027 FOOTING PIER 548 10 E4 71 1 10.0 6 0.0 6 0.0 FC28 FOOTING PIER 6t7 10 64 50 15 8.0 F025 FGCTING PIER 6+7 10 36 50 23 8.0 F03C FOOTING PIER 6+7 8 48 50 15 8.0 F031 FCCTING PIER 6+7 8 32 50 23 8.0 F03 FOOTING PIER 6+7 5 2 50 15 8.0 F03 FCCTING PIER 6+7 5 20 50 23 F-0 F03 FOOTING PIER 6+7 5 64 56 6 6.0 F03 FGCTING PIER 647 5 64 56 6 3.5 F036 FOOTING PIER 6+7 10 84 71 1 10.0 6 0.0 6 0.0 ;037 FGCTING PIER 1*12 7 84 50 6 0.0 =038 FOOTING PIER 2 3 10 11 7 448 0 6 0.0 F039 FOCTING PIER 4 TO 9 7 784 50 6 0.0 FC3 FOOTING 2 TO 11 HGRIZ.CCRNER 5 184 65 2 0.0 2 0.0 0.0 0001 BEAM PIER 2+3+10+11 BLOCK 5 26 61 2 6.0 2 6.0 2 6.0 0.0 0. 800 BEAM PIER 2+3+10+11 BLOCK 5 12 61 3 8.0 2 6.0 2 6.0 0.0 0. 800 BEAM PIER 2+3+10+11 BLOCK 4 16 fl 2 7.0 2 9.0 2 9.0 0.0 n. 8007 BEAM PIER 2 TO 11 FACE 5 f0 80 6 S.0 2 6.0 2 6.0 2.5 2. BC08 BEAM PIER 2 TO 11 FACE 5 80 7 9.0 2 6.0 2 6.0 2.5 2. BC09 BEAM PIER 2 TC 11 SHEAR KEY 5 20C 50 3 0.0 8Ct0 BEAM PIER 2+3+10+11 FACE 5 4A 5n 28 7.0 OC11 BEAM PIER 2+3+10+11 TOP 9 12 50 26 7.0 SC12 BEAM PIER 2+3+10+11 TOP S 12 50 28 7.0 8013 BEAM PIER 2+3+10+11 TCP 9 2C 50 28 4.0 BC14 BEAM PIER 2+3+10+11 TCP 9 12 50 12 7.0 EC15 BEAM PIER 2+3+10+11 BOTT 9 24 80 19 7.0 6 6.0 0.0 5.5 0. eC16 BEAM PIER 2*3+10+11 BOTT 9 20 50 15 9.0 B017 BEAM PIER 4 TC 9 FACE 11 � 50 26 7.0 Bole BEAM PIER 4 TO 9 FACE 11 50 28 7.0 1019 BEAM PIER 4+9 TCP 1 le 0 26 7.0 ?020 BEAM PIER 4+9 TOP 1 4 0 211 1.v IC21 BEAM PIER 4+9 TOP 1 E 0 15 S.0 1022 BEAM PIER 4+9 TOP 1 4 0 12 7.0 3023 BEAM PIER 4+9 EOTT 11 14 80 19 7.0 6 6.0 0.0 7.0 0. E024 BEAM PIER 4+9 BOTT 11 if 50 15 9.0 BC25 BEAM PIER 548 TCP 11 le 50. 26 7.0 B026 BEAM PIER 5*8 TOP 11 4 50 28 7.0 SC27 BEAM PIER 5+8 TOP 11 E 50 15 S.0 E028 BEAM PIER 5+8 TOP 11 4 50 12 7.0 BC29 BEAM PIER 5+8 BCTT 11 10 80 19 7.0 6 6.0 0.0 7.0 0.0 F, ; ^ " er• : _ . r � t _ ,. - - - - I • : ,. _ � 1 -1 ^ 6 6.0 0.0 7.0 0. A005-A ABUT, FTG. PR 1+ 12 5 18 50 6 0.0 A007 ABUT. CORBEL PR I+le 4 54 93 5 9 A01I ABUT. FT', I+ 12 � 1 5 IO8 54 6 S - BAR IS INCLUDED IN SUBSTRUCTURE QUANTITIES F - BAR IS TO BE FIELD WELDED - T- TIE OR STIRRUP E = BAR IS TO BE EPDXY COATED V - BAR DIMENSIONS VARY BETWEEN DIMENSIONS SHOWN ON THIS LINE AND THE FOLLOWING LINE 0 0 LENGTH WEIGHT LOCATION DIMENSIONS ( OUT TO OUT) i x W CWo - a 3 H w 91 8 U W X Y Z 2 D: W 2 m � DEG. DEG. FT. IN. LBS, 2 N z I ado N j z FT.. IN. FT. IN. FT. IN. FT. IN. FT. IN. it 8. SC31 BEAM PIER 5+8 8077 11 4 50 15 S.0 12 2. 1342 e032 BEAM PIER E+7 TOP 11 lE 50 26. 7.0 30 1. 1632 SC33 BEAM IIER 6*7 TCP 11 11 50 15 9.0 0 11 7. 652 e034 EEAM PIER E+7 TCP 11 4 50 12 7.0 29 4. 1346 B035 BEAM PIER 6+7 BOTT 11 10 80 19 7.0 6 6.0 0.0 7.0 0. 29 4. 122 E036 BEAM PIER 6+7 B07T 11 4 EO 21 7.0 6 6.0 0.0 7.0 0. 10 0. 146 8037 BEAM PIER 6+7 BCTT 11 4 50 15 9.0 9 2. 153 8064 BEAM PIER 2 TO 11 STIRRUP 5 312 56 5 4.0 0 6 10. 143 BC65 BEAM PIER 2 3 10 11 STIRRUP 5 28 94 V 4 6 11.0 6 8. 445 7 6.5 14 2. 384 B066 BEAM PIER 2 3 10 11 STIRRUP 5 56 v 8 6 11.0 13 Be 371 7 6.5 0 11 1. 92 806 BEAM PIER 2 3 10 11 STIRRUP 5 71 94 V 6. 5 7. 885 7 11. 0 11 7. 1305 0068 BEAM PIER 2 3 10 11 STIRRUP 5 144 56 V 8 7 6.5 10 4. 259 7 11.0 12 6. 209 8073 BEAM PIER 4 9 STIRRUP 5 22 94 V 2 6 11.0 7 3. 45 7 6.5 6 S. 42 BC74 BEAM PIER 4 9 STIRRUP 5 44 56 V 4 1 16.0 4 1. 34 0 3 0. 250 BC75 BEAM PIER 4 9 STIRRUP 5 22 4 2 7 6.5 15 8. 7281 7 9.5 18 8. 5783 B076 BEAM PIER 4 9 STIRRUP 5 44 6 4 7 6.5 15 8. 4048 7 9.5 is A. 4062 8077 BEAM PIER 4 9 STIRRUP 5 2" S4 V 4 7 9.5 15 8. 523. 7 11.0 18 8. 8078 BEAM PIER 4 9 STIRRUP `. �#- 56 V 8 7 9.5 6 5. 696 7 11.0 6 3. 834 B087 BEAM PIER 5 8 STIRRUP 5 14 4 2 6 11.0 12 11. 8004 7 6.5 19 a. 7523 8088 BEAM PIER 5 8 STIRRUP 5 2E 56 4 6 1.0 23 8. 1544 7 6.5 19 8. 3466 3089 EAM PIER 5 8 STIS" P 5 22 4 2 7 6.5 23 8. 2528 - T 9.5 19 8. 410 090 BEAM PIER 5 8 STIRRUP 5 44 6 4 7 6.5 23 8. 494 7 9.5 7 11. 428 8491 BEAM PIER 5 8 STIRRUP 5 3C 4 2 7 9.5 7 9. 647 7 1.0 12 11. 5336 B092 BEAM•PIER 5 8 STIRRUP 5 44 56 V 4 7 9.5 15 8. 4314 7 11.0 23 Be 3666 B101 BEAM PIER 6 1 STIRRUP 5 14 S4 V 2 6 11.0 15 8. 2008 7 6.5 23 E. 2022 6102 BEAM PIER 6 7 STIRRUP S 28 56 V 4 6 11.0 15 8• 327 7 6.5 23 8. 494 B103 BEAM PIER 6 7 STIRRUP 5 22 94 V 2 7 6.5 7 11• 528 7 -9.5 7 9• 517 8104 BEAM PIER 6 7 STIRRUP 5 44 56 V 4 7 6.5 12 11. 4669 7 9.5 15 8. 4314 8105 BEAM PIER 6 7 STIRRUP 5 22 94 V 2 7 9. 23 8. 3666 7 11. 15 8. 2008 8106 BEAM PIER 6.7 STIRRUP 5 56 V 4 7 S.5 23 8. 2022 7 11. 15 8. 327 C00 COLUMN PIER 2 VERT 8 5 5 20 11. 23 8. 494 C002 COLUMN PIER 2 VERT d 20 54 20 5.5 7 11. 528 C003 COLUMN PIER 3 VERT 9 5f 54 28 4.5 7 9. 517 CO04 COLUMN PIER 3 VERT S 20 54 27 10.5 12 11. 4669 C005 COLUMN PIER 10 VERT 10 5f 54 32 3.5 6 0. 1030 CC06 COLUMN__/11R__10 VERT 10 20 54 31 9.5 6 0,. 5494 COOT COLUMN PIER 11 VERT 8 54'54 18 9.5 6 0. 9615 COOS COLUMN PIER 11 VERT 8 20 54 18 3.5 3 11• 752 CC09 COLUMN PIER 4 VERT 10 192 50 41 11.0 0 T 3. 272 CC10 COLUMN PIER 4 VERT 10 152 50 47 8.0 0 8 S. 105 C C11 COLUMN PIER 5 VERT 11 76 54 46 7.0 7 10• 84 C012 COLUMN PIER 8 VERT 11 76 54 51 2.0 5 98 87 11 6. 720 CC13 COLUMN PIER 6 VERT 10 76 50 49 0.5 5 SO 89 12 6. j C014 COLUMN PIER 7 VERT 10 16 50 48 0.5 3 0. 626 C015 COLUMN PIER 2 1*0 11 TIES 6 736 71 2 8.0 7 4.0 7 4.0 28 7. 1431 C01 COLUMN PIER 2 TO 11 TIES 4 296 57 2 1. 26 7. 1085 ICC17 COLUMN PIER 2 3 10 11 TOP 6 8 71 2 8.0 4 4.0 4 4.0 28 7. 1166 C018 COLUMN PIER 2 3 10 11 TOP 6 8 61 2 8.0 2 0.0 2 0.0 0.0 0. 28 4. 1527 CC19 COLUMN PIER 2 3 10 11 TOP 5 48 61 2 8.0 2 0.0 2 0.0 0.0 0. 12 7. 513 CO20 COLUMN PIER 2 3 10 11 TOP 5 8 61 1 9.0 2 0.0 2 0.0 0.0 0. 0 175 0 26 1. 2128 CC21 COLUMN PIER 2 3 10 11 TOP 5 lb 61 3 3.0 2 0.0 2 0.0 0.0 0 15 9. 1071 CO22 COLUMN PIER 2 3 10 11 TOP 5 16 el 4 0.0 2 0.0 2 0.0 0.0 0 6 497 26 7. 6214 CC23 COLUMN PIER 2 3 10 11 TOP 50 6 0.0 6 986 28 7. 6075 CC24 COLUMN PIER 2 TO 11 SPIRAL 4 20 57 2 6.0 3. 96 7, 2542 28 7. 607 A08 ABUT FTG I+ 12 4 14 70 15 9. 669 • AIO ABUT WALL PR 1+ 12 4 42 70 12 7. 267 B006 BEAM PIER 2,3, 10, 11 BLOCK 5 13'2 50 10 0.0 CO25 COL. PR. :-:,3, 10, 11 5 48 94 9 9 - 75 0 26 1. 1940 LENGTH I WEIGHT Mt! BENDING DIAGRAMS �3wlo6 TYPE 50 I TYPE_GO TYPE 61 L N TYPE 62 DEG. DEG. FT. IN. LBS. I U 15 S. TYPE F-�-i 26 7 • 2542 15 9. 1004 TYPE 12 7. 267 x TYPE 64 3 0 175 0 26 1. 1386 TYPE 0 175 0 28 1. 597 I„ I ! U I I„ 15 9. 335 TYP£ I-�-1 I-�•-I 6 9. 2197 r%1 E7 93 21 3. � � 87 93 22 6. 8 4. TYPE 66 W x W CL IL 9 0: 504 .61 Sm. ® W 8 9 2 6. TYPE 67 8 9 2 3 171E % U• 9 4. 1368 r E8 92 21 3. E8 92 22 6. sv�• 8 4. �I 9 0. 398 E8 92 22 S. E8 92 23 0. 522 1. U S 0. 9 3. 419 10 135° 88 92 23 0, 8 8 92 23 3. TYPE 57 9 3. 4 4. 4f 88 92 21 3. r?8 92 22 6. 319 8' 4. Y I B PE 80 g2 } y Y I TYPE 81 Z I -TYPE 82 11 39 L U _l TYPE 83 5° 9 0. 253 NOTES: 88 92 22 6. I. ALL REINFORCING BARS ON THIS SHEET SHALL BE A.S.T.M. A-615 E8 92 23 0. 522 GRADE 60 UNLESS SHOWN OTHERWISE. 9 0. 2. REINFORCING FOR PRECAST CONCRETE TRAFFIC BARRIER IS NOT SHOWN IN THIS BAR 9 3. 419 LIST. SEE SHEET 45. 88 92 23 0.- 3. BEND FOR TRANSVLi1JL BARS DUE TO ROADWAY CROWN CONDITION 88 92 23 3. 724 HAVE NOT BEEN SHOWN. THESE BARS SHALL BE BENT AS REQUIRED 9 3. TO CONFORM TO THE CONFIGURATION OF THE STRUCTURE. 9 4. \ 90 90 21 3. SO 90 22 6. 319 A 4, 90 90 S 22 0. 6. 253 SO SO 23 0. 522 9 0. 90 90 9 23 3. 0. 419 R = 2'-� SO 9 23 3. 531 I �1:5" 9 3. -�-q-= 9 4. 4110 TYPE 90 22 1. 3302 2�1 21 �. 1153 29 8. 5649 29 33 2. 10. 1983 8153 900 33 4. 2 864 135 O 19 11. 2S78 ,L: 19 41 5. 11. 1037 27416 47 Be 31177 TYPE 93 48 3. 19483 2'-8" 52 10. 21333 49 1. 1605L 48 1. 157251 16 1. 17 82 E C25 3 10 lei 1. 611 121 # 5 10" 0 6 4. 76 0 6 5. 321 0 5 7 6. 0. 46 117 TYPE 94 r .0 .0 7 9 . 129 6 " . NIIN 5 0 13031 46 1 6 44 0 9 O 9 1376 4P'8 0'-8 15 9. 1339 26 7. 2542 STEEL REINFORCING BAR QUANTITIES _- ` - URS C O M PA NY 2B ? . 607 NOT INCLUDED IN THIS BAR LIST 15 S. 669 Consulting Engineers and Analysts 12 7 • 267 Seattle, Washington �o A 100° Iwo 1T5° 175° 1� 135° 4!- 11" 14'-6�� L�4I-II90°�� I- _I I TYPE 91 TYPE 92 4 � � `•t �{ �. TS1 1' ALPHA ENGINEERS INCe CIVIL ANC) STRUCTURAL ENGINEERING CONSULTANTc, 320 ANDOVER PARK EAST SEATTLE, WASHINGTON 98188 LA N I 3Qy �oF wasyhc�J'�►� , _ 4 r i ; 11502 �`1s�fl1VAl L� Of'i � • �CO f ,J � �e`������� CITY OF RENTOh DEPARTMENT OF PUBLIC WORKS S.W. GRADY WAY BRI DGF �CQf Ar`CL>ICAIT BAR LIST- SUBSTRUCTURE, STAGE I 175 0 26 1. 1386 oAT� A='RIL 19" FILE I`Io. 0 175 0 28 1. DRAWN 7 6 O 113 � ��7 , SCALL ) F�ao poor ��ac_ 208 I REVISED PER RECORD DWG. G R 3-18-8� ®.L. NONE CHECKEu 1 656 I N 01RICTOR or rus�.c wo"s OF 6*� REVISION fY ArrR. DATE APPROVED SHEET /7�a SCANNEU MAR 9 & ZQQ� r" mot tom t?Are` 5 7