HomeMy WebLinkAboutSP201000027 Legacy Document 2012-06-19Existing Bridge
Proposed Bridge
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I Eastern Vault Company, Inc.
P.G. Box 1131, Prince W V 24]40
21'4'
Type A
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Type A
d Tie (typ.)
7 Coil — Spacing-9 Sp. @6' -3"
Plan
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E ," '°Ep_}E Transverse Section E.3
Abutment #2
No
1. Conerere etemgeh at a , (fe ) uanet (fri) .hall not be lees than v, em psi.
2 Concrete auengeh at 28 day. (fc) .hall nos be lees then 6,5W P-
3. Preauee.- a Ib shall be seven wire wcoated tow relaxation 2]OK m
acerordanee with AST. A416.
4. All atrande,hall have , initial renaion af4,66016e. each and a final tension
egodm,mg Ib,. per strand.
5. All -k) ci„g steel.hall d. rte to ASTM A415 Grade 60 and aM1all be uncoared
(black) «ceps where noted oNetwiee.
6. All bolts shall coNocm to ASTM A -30] oc A -325 and shall be gaWanized in
cco,danzwith AST. A -153.
]. All glare, and daceg steel ins ere ehdl conform m ASTM A -36 and shall
be galvanized in —,d-- .t,..d with AST. EF5
8. Ends ofbeama and rands protected with . I W oc EP-3T ( -LV -
..1e of beam „hall be protected with Clae,1 warerpm p-3T (M-LV and ClaseD Band
Exredoc Beam Facla,hall be preceded f —h -id.
9. Void d,aina shall he placed at each end of each void.
10. All cast in -place guardrail hardware shall be M1ot dipped galvanized.
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