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HomeMy WebLinkAboutBridger Vale As-Builts% I N C H E S 1 8 2 4 3 0 3 6 4 2 4 8 5 4 6 0 7 2 8 4 9 6 1 0 8 1 2 0 E Q U I V A L E N T S I Z E I N C H E S 5 4 6 2 7 7 1 / 2 8 7 1 / 8 9 6 7 / 8 1 0 6 1 / 2 1 3 1 / 2 1 8 2 2 1 / 2 2 6 5 / 8 3 1 5 / 1 6 3 6 4 0 4 5 1 8 3 0 5 3 9 0 5 4 0 0 4 4 0 0 3 5 1 0 2 4 1 5 1 3 0 5 1 0 6 5 8 7 5 6 9 0 6 0 0 4 4 5 3 1 5 1 7 0 L B S . A r c h p i p e i s m a n u f a c t u r e d w i t h a t o n g u e a n d g r o o v e j o i n t t o s t a n d a r d o r s p e c i a l s t r e n g t h s i n a c c o r d a n c e w i t h A S T M S p e c i f i c a t i o n s C 5 0 6 . F l e x i b l e c o m p o u n d s m a y b e u s e d f o r j o i n t s e a l a n t . 1 3 2 1 1 . 4 5 1 . 7 9 9 . 1 6 6 . 0 8 1 . 8 2 5 . 6 3 4 . 6 1 7 . 7 1 4 . 3 1 . 6 6 . 4 8 . 8 4 . 4 2 . 8 W A T E R S Q . F T . A R E A R I S E 6 5 1 3 8 1 5 4 1 6 8 3 / 4 1 0 2 1 2 2 8 8 7 3 2 2 3 6 1 / 4 5 1 1 / 8 4 3 3 / 4 2 8 1 / 2 I N C H E S S P A N 5 8 1 / 2 I N C H E S 5 9 1 0 1 0 1 1 7 8 5 1 / 2 6 2 1 / 2 4 4 1 / 2 3 1 / 2 W A L L T 4 1 / 2 R I S E 1 " 1 " T S P A N T Y P I C A L C R O S S S E C T I O N T W T . / F T . INCHES18243036424854607284 EQUIVALENTSIZEINCHES546213 1/21822 1/226 5/831 5/1636404513550200009520786063805260 4330 3280 1760 1090 LBS.SECTIONPERRISEINCHES5785 1/26 2 1/244 1/2 3 1/2 T4 1/2 GROOVE JOINT ON OUTLET END SECTIONTONGUE JOINT ON INLET END SECTIONLONGITUDINAL SECTION TRISETAYXPLAN VIEW LAYING LENGTHBTSPANDESIGNALTERNATETIE HOLES TFTEND VIEW 120°888988 FEET8866 LAYINGLENGTH51 1/873881026558 1/2 INCHES43 3/4 36 1/4 2228 1/2 SPAN2 to 12 to 1 X to Y3 to 13 to 1 SLOPE3 to 13 to 13 to 13 to 13 to 13 to 1 INCHES15 13/162125 1/221 1/2 31 31 A8 1/2 79 1/211 1/8608460606060 INCHES60503927 B7814412096908472604836FINCHES WEIGHT Tie bolt holes are provided for theinstallation of tie bolts betweenthe flared end section and theadjacent pipe.