Transcription of 2016 ROAD & BRIDGE STANDARDS - …
{{id}} {{{paragraph}}}
PLANDETAIL A6"BACKFILL IS PLACED BEHIND BARRIER,THE ENGINEER. LOCATE WITHIN LOWERCONCRETE MEDIAN BARRIER MB-7D,7E,7F 16 "16 "9 "9 "DOWELS AND OPTIONAL CONSTRUCTIONVIRGINIA DEPARTMENT OF TRANSPORTATIONREFERENCESPECIFICATION5021 05 road AND BRIDGE STANDARDSREVISION 1 OF ADDITIONAL CONCRETE SHALL BE INCLUDED IN UNIT PRICE BID PER LINEAR FOOT OFWITH BOTTOM OF PAVEMENT COURSE IN WHICH BASE TERMINATES; HOWEVER, THE COSTDEPTH OF CONCRETE BASE MAY BE EXTENDED AT THE CONTRACTOR'S OPTION TO COINCIDE FOR RIGID BARRIER SYSTEMS. SUGGESTED MAXIMUM FLARE RATEBRIDGE PIER OR OTHERMEDIAN OBSTRUCTIONVARIABLE WIDTHTRANSITIONMB-7 DTO BE PAIDTO BE PAIDMB-7 EVARIESJOINT SEAL1'-4 "1'-4 "FLARE RATE SEE TABLESEE DETAIL AVARIES2'-0" TO 3'-0"2'-0" IF BASE IS POUREDUSED BELOW CONSTRUCTIONCLASS C-1 CONCRETE MAY BEIF POUR IS MONOLITHIC, DOWELSOPTIONAL CONSTRUCTION BE @ 4'-0" C-C.(IF REQUIRED) 8X8" DOWELS 3"3"7"6"2"6" "6"9 "23 "DELINEATORBARRIER ALT.
plan detail a 6 " backfill is placed behind barrier, the engineer. locate within lower concrete median barrier mb-7d,7e,7f 6 ‹ " 6 ‹ " 9 ‚ 9 ‚ " dowels and optional construction
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document:
{{id}} {{{paragraph}}}