20051608 Ver 1_Information Letter_20050718

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ALFRED CUNNINGHAM BRIDGE REPLACEMENT PROJECT
Project Number: TIP B-2532
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Monday, July 18th, 2005; 9:30am
Century Center
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HNTB P:~37685 Cunningham BridgeVvleeting MinutesUuly 18 Meeting Sign In.doc 7/18/2005

36'-4"OUT TO OUT
1'-0% " 28'-0"CLEAR ROADWAY
3'-1~/Z" 14'-0" 14'-0"
SIDEWALK ~
I_ ~ -L-
r_
I 6%2„
~ CONCRETE
Q., ~ GRADE ~
~,~- POINT I DECK
,_0~2„
3'-1%2"
SIDEWALK
I
I W24x76 STEEL BEAM (TYP.)
(NON-COMPOSITE-PAINTED) ~
i ~
NOTE: 4'-2" ~ 4 GIRDER SPACES (~ 7'-0" = 28'-0" ' 4'-2"
DEPTH FROM GP
TO BOTTOM EXT. EXISTING BRLDGE _ TYPICAL SECTION -APPROACH
BEAM = 2.6'(f)
36'-1"OUT TO OUT
'I 1'-3%2" 5'-6" 28'-0"CLEAR ROADWAY 1'-32"
SIDEWALK 13'-0" 15'-0" '
2,_0„ 11'-0" 11,_0„ 4 ,_0"
GUTTER LANE ~ LANE SHLDR
( -L
STANDARD TEXAS CLASSIC
TEXAS CLASSIC I W/ ONE BAR RAIL
(ALTERNATE ~ 8%2" (ALTERNATE SHOWN)
SHOWN) I CONCRETE
GRADE DECK
CO POINT I `0
;~, .02 _ .02 .02 _ ~
NOTE:
DEPTH FROM GP ~ I I ~ 4" ~
TO BOTTOM EXT. ~ ~ P.V.C. PLASTIC
BEAM - 5.8'(t) DRAIN PIPE (TYP.)
'~
I ~ TYPE IV (54'7 PRESTRESSED
~ ~~CONCRETE GIRDER (TYP.) ~
I tf'c = lOksi) I
3'-8"' 3 GIRDER SPACES Cad 9'-7" = 28'-9" ' 3'-8"
PROPOSED BRIDGE TYPICAL SECTION -APPROACH
NOTES: JULY 15.2005
1. HIGHLY CORROSIVE BRIDGE TYPICAL SECTIONS
ENVIRONMENT ALFRED CUNNINGHAM BRIDGE
2. MAX. DESIGN SPEED = 45 MPH OVER THE TRENT RIVER
(MAX. POSTED SPEED = 40 MPH) G"~NTB HNTe NORTH CAROLINAS P.a
!~! E. SIx Fork. NE..lu~fs 200, Rd.IOh. KG 27609