Laserfiche WebLink
BRIDGE SUPERSTRUCTURE <br />BILL OF REINFORCEMENT <br />BAR NUMBER LENGTH SHAPE <br />UDINAL <br />5505E 13 DECK BOT. LONGITUDINAL <br />S406E 388 DECK TOP TRANSVERSE <br />5509E 56 DECK BOT. LONGITUDINAL <br />0 DECK TOP & BOI. VERSE <br />541E 10DECK TOP L ONGITUDINAL <br />5512E 13 DECK BOT. LONGITUDINAL <br />5613E 31 DECK BOT. i RANSVERSE <br />55I5E 16 DECK BOT. LONGITUDINAL <br />5416E 2 DECK TOP & B01. TRANSVERSE <br />5918E 2 DECK TOP & BOI. TRANSVERSE <br />5522E DECK BOT. I RANSVERSE <br />ER 6 <br />5423E IJ U CONC. DIAPHRAGM PIER 6 <br />5924E 19 DECK TOP & B01. LONGIIUDINAL <br />- CURB LONGITUDINAL <br />C403E CURB LONGITUDINAL <br />C404E CURB LONGITUDINAL <br />C405€ 4 31'-8" CURB LONGITUDINAL <br />24080 504 3'-10" I-1 CURB, VERT ICAL. T RUSS SPANS <br />S.103E END DIAPHRAGM TOP LONGITUDINAL <br />7 <br />6 „--Q PIER 5 <br />LONG. BARS TYR. <br />1 <br />1 <br />STAGGER DIAGRAM <br />PIER 5 ONLY <br />/ 8 <br />5620E , S521E <br />f12 <br />5423E <br />C401E . C406E <br />®BOLTON <br />& MENK <br />12 <br />PIERS <br />n I <br />Q BEAM <br />PROVIDE V8SIRIALONG <br />BOTTOM AND OUTSIDE - <br />SD401E <br />SD605E <br />-AND V-STRIPE BELOW <br />PIER CAP <br />SAWCUT DETAIL AT PIER <br />TYPICAL OVER PIERS 2 4 P. 5 <br />CUI <br />AT GUT5T OP I� LINE <br />�F GUT TERLINE <br />`EDGE OF DECK <br />PENGINEER SIGNATURE <br />O <br />SUMMARY OF QUANTITIES <br />— BRIDGE SUPERSTRUCTURE <br />STRUCTURAL EE BRIDGE SLAB CONCH, t3YHPC-M1 179.9 CU YD <br />REINFORCEMENT BARS (EPDXY COATED' 38169 POUND <br />STRUCTURAL STEEL (3309) 7677 POUND <br />ORNAMENTAL METAL RAIL ING (TYPE 31 317.3 LIN F <br />FLASTOMERIC BEARING PAD EACH <br />EXPANSION JOINI DEVICE TYPE 9 39.0 LIN FT <br />BEARING ASSEMBLY 14 EACH <br />ARCHITECTURAL SURFACE FINISH .INGLE COL DRI 18232 SO FT <br />O 5700E HEIGHT OF 2 INCHES.INCLUDES ENO DIAPHRAGMS. D USING AN AVERAGE <br />C2 INCLUDES DECH, END DIAPHRAGMS AND CURB REINFORCEMENT <br />NOTES <br />MAKE SAW CUT IN STRUCTURAL SLAB MT. P. PIERS 2H 4N BE DONE u& 510VER CENTERLINE OF <br />PIES S SOON POLY STYRENE TO A TIPS E OF U FLANGES I TING A THAT PROJECT PAST CENTERLINE H OF PIER. SEAL E CONCRETE. APPLY <br />PER <br />SPEC. 3723 <br />SUPERSTRUCTURE DIMENSIONS ARE BASED ON THE EXPANSION JOINT DIMENSIONS Al 908 F. <br />SEE SHEET BB FOR CONCRETE END DIAPHRAGM REINFORCING DETAIL, <br />SEE SHEET 85 FOR CURB REINFORCING DETAILS <br />NTLE <br />SUPERSTRUCTURE <br />DETAILS AND REINFORCEMENT <br />70- <br />S.A.P. 199-010-012 '9RIDGE NO. <br />SHEET NO. 70 OF 99 SHEETS I 02053 <br />