A468 - A476 - Laserfiche WebLink

Home Browse Search

'ON 133HS 83MV80 CL RCB 1/2" max 2" max � TYP "a" wire "b" [�] wire I "e" wire R "d" wire Fabric splice "b" �� wire Tongue end See Notesealiq band External"d" wire "f" wire Groove end Span Exterior surface "b" wire Roof - See 3/4 " min chamfer „ 3 1/2 " min "e" wire Note 1 ( Optional ) 1 CLR Typ TYP N 3 T P2 " min \ T "d" wire = Wall "e" wire � " " ~ "a" wire s H "c" wire L _ v a. a wire rn See Note 2 "c" wire I� cn ~ Location of resilient = T2 n type joint material if used "e" wire »c" U wire 3 3/4 " min = Min 2 „e" 0.75 Tt max wires typ. Invert ALTERNATIVE END JOINT DETAIL " „ a were DETAILING OPTION SCHEMATIC Fabric "e" wire splice Width varies - see Table TYP Mastic element Rubber element 14 Protective film TYPICAL SECTION - SPANS 4' THRU 12 ' " TYP element Location of joint • • • • • • Exterior surface EXTERNAL SEALING BAND SCHEMATIC FABRIC SPLICE DETAIL AASHTO STANDARD SHAPE M259 M273 M259 M273 M259 M273 SPAN ( Ft 4 4 5 5 6 6 HEIGHT Ft 2 3 4 2 3 4 2 3 4 5 2 3 4 5 3 4 5 6 3 4 5 6 Maximum earth cover ( Ft ) 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 TABLE Roof Ti 5 5 5 5 5 5 7.5 7.5 7.5 7.5 7.5 7.5 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 SPAN EXTERNAL SEALING oncre e Side wall T2 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 ( ft ) BAND WIDTH ( inch ) inch Invert T3 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 . 7 7 4 s 9 "a" .41 .41 .43 .43 .45 .45 .29 .29 .31 .31 .31 .31 .38 .38 .41 .41 .42 .42 .43 .43 =,3343 .33 .34 .34 .34 .34 .39 .39 .41 .41 .42 .42 .42 .42 .36 .38 .37 .40 .38 .40 .38 .39 7 - 8 t 1 Minimum welded "b" .36 .25 .32 .27 .32 .35 .14 .23 .15 .28 .20 .37 .34 .30 .31 .31 .30 .35 .30 .43 .30 .19 .35 .25 .45 .30 .36 .29 .38 .29 .44 .35 .52 .23 .36 .25 .39 .29 .44 .35 .52 to - t2 13 wire fabric "C" .13 .13 .13 .13 .13 .18 .13 .13 .13 .13 .13 .20 .13 .13 .13 .13 .13 .13 .14 .23 .13 .13 .13 .14 .25 .14 .14 .14 .14 .14 .14 .17 .29 .14 .14 .14 .14 .14 .14 .18 .29Reinf areas "d" .21 .13 .22 .13 .23 .13 .15 .13 .16 .13 .16 .13 .17 .13 .19 .13 .19 .13 .20 .13 .13 .16 .13 .16 .13 .16 .13 .17 .13 .18 .13 .18 .13 .15 .13 .16 .13 .16 .13 .16 .13 DESIGN BEARING PRESSURE (TSF) Square inch / LF ) "e" .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13f" 28 .28 .30 .30 .32 .27 .16 .16 .18 .18 .18 .11 .25 .25 .28 .28 .29 .29 .29 .20 0 .20 .21 .21 .20 .09 .25 .25 .27 .27 .28 .28 .25 .13 .22 .24 .23 .26 .24 .26 .20 .10 =SPAN - 39 10' 20' Conc CY LF .22 .26 .29 .28 .31 .34 .32 .35 . .43 .37 41 .44 .48 .47 .51 .55 .59 .49 .53 .57 .62 4' thru 8' 1 .1 2.0 Quantity Reinf LB LF 53 45 56 53 62 63 35 40 40 48 47 61 56 52 61 58 65 67 71 83 42 47 45 55 52 64 62 82 67 71 72 81 78 90 90 110 60 72 67 81 75T8=988 108 10' thru 12' 1 .3 21 NOTES: AASHTO STANDARD SHAPE M259 AND M273 M259 AND M273 M259 AND M273 M259 AND M273 1 . The inside and outside surfaces of the RCB 10 12 roof shall be marked "TDP". SPAN Ft 7 8 HEIGHT Ft 3 4 5 6 7 4 5 6 7 8 5 6 7 8 9 10 6 7 8 9 10 11 12 2. H minimum shall equal the wall thickness. 10 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 H maximum shall be 8" for spans through 8' Maximum earth cover Ft 10 20 20 and 14" for spans over 8'. Concrete inch T1 T2 T3 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 3. Quantities are approximate and for design "a" .39 .44 .40 .47 .42 .48 .42 .48 .43 .48 .45 .59 .47 .61 .48 .62 .48 .62 .49 .61 .45 .71 .46 .74 .46 .75 .47 .76 .47 .75 47 .74 .51 .85 .52 .87 .53 .89 .54 .90 .54 .90 .54 .89 .53 .88 purposes only. Minimum welded "b" .31 .42 .30 .43 .30 .47 .35 .53 .42 .62 .34 .55 .37 .58 .41 .63 .47 .71 .55 .82 .45 .67 .47 .70 .50 .74 .55 .81 .62 .90 .71 1 .02 .53 .80 .55 .83 .58 .87 .63 .93 .69 1.01 .77 1.12 .86 1.24 4. For design and details not shown see wire fabric "c" 16 .16 .16 .16 .16 .16 .16 .18 .22 .35 .16 .16 .16 .16 .16 .16 .18 .27 .29 .47 .21 .21 .21 .21 .21 .21 .21 .21 .27 .40 .40 .60 .25 .25 .25 .25 .25 .25 .25 .25 .25 .35 .38 .54 .51 .76 " Precast RCB Culvert, Miscellaneous Details" sheet. Reinf areas 'd' 15 .13 .16 .13 .16 .13 .16 .13 .16 .13 .16 .13 .11 .13 .17 .13 .17 .13 .18 .13 .15 .13 .15 .13 .15 .13 .15 .13 .15 .13 .15 .13 .15 .13 .15 .13 .16 .13 .16 .13 .16 .13 .16 .13 .16 .13 5. For external sealing band applications see ( Square inch / LF ) I,-" I 13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 "Precast RCB Culvert, Excavation and Backfill Details" sheet. "f" 23 .28 .24 31 .26 .32 .26 .30 .21 .13 .29 .43 .31 .45 .32 .46 .30 .35 .20 .14 .24 .50 .25 .53 .25 .54 .26 1.55 .20 .35 .07 .14 .26 .60 .27 .62 .28 .64 .29 .65 .29 .55 .16 .35 .02 .12 * Conc CY LF 59 64 .69 .74 .79 .69 .74 .79 .84 .89 1 .08 1 .14 1 .20 1 .27 1 .33 1 .39 1 .56 1 .63 1 .70 1 .78 1 .85 1 .93 2.00 Plans Approved by Woodbridge Irrigation District Quantity Reinf LB LF 77 89 82 97184 1103198 121 115 146 96 125 106 140117149 131 171 156 205133179 142 193 153 206168 227189 294 221 304173 243184 259198 276 215 297 233 328 265 372 302 425 * See Note 3 by SHEET TOTAL DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED DATE PRECAST RCB CULVERT ARMSTRONG ROAD IMPROVEMENTS � �e; c61as _ COUNTY OF SAN JOAQUIN NO SCALE Lower Sacramento Road to West Lane) 9 SHEETS �Xee z A ,/��o� Kfi �� e6 0,&&dA,,� 8l REINFORCEMENT AND DESIGN TABLES FILE NAME DRAWER SHEET N0. REVISIONS DATE E:\Projects\2006\Armstrong.Rd Improvements\Plans\Armstrong All.dwg