20210751 Ver 1_Camp Lejeune - BJB sketches - scuppers_20200924

Curb Length 7 7'-9' 00 7'-9' 00 7'-9' 00h 15-61/2'
L CHandrail Plate
Scuppers 2' 3' TO 2' IC/2' 5' 6' 2' 6%2' 21/4 21/4
H3 Typ.c Scupper
H2 rH2 `H2 D21 Q 7//II Dia. Holes D2 at WIN Holes
�' i i i i o l Bars H2
- - 0 0 0 : 0 0 0 0
I I I I I I' I I I I
—
- - z_
m
U
13/4"Dia, Hole (T:: :
Ends)
�� - - • P DI Bars
PLAN VIEW (Omit Curb on Interior Box Girder) ,�
DETAIL AT CURB HOLES
38'-11'SPAN LENGTH
BAR DI 2c61/2 9 10 10 10 5 c 9 3 c 8 9 9c10 9 41/
7 / 7 7 7 7
CL Handrail Plate I'-51/2' 9'-0' 9'-0' 9'-0' 9'-0' 7I'-51/2'
°‘ IIIIII ,LELT.
Ltilt1 ,.. .
......
HI Bar Spacing 36 9 7 5 c 8 8%2 4 9 J ] LL1L4L. ].
15 c 8' r-
Tie to UI hill 1111
1
-T
I ,
UI Stirrup Spacing 3 6 c 3 12 c 4 9 c 41/2 15 c 81, 10'-0' 4
�7 7 7 77
I' 6 7 Pairs U2 Bars 3'(Typ each end) ELEVATION ALL BARS TO CONFORM TO ACI CODE OF STANDARD
PRACTICE FOR DETAILING REINFORCING MATERIAL
9' ` 3'
,� NOTE: FOR THIS SPAN LENGTH
3'Clear for DI —< 7(.1
COMPRESSIVE STRENGTH OF CONCRETE
1 r —Ballast Curb Cast-in-place after strands are cut. Box out 2'x2'at ends of all strands \ B I 9' I9%2' g' SHALL NOT BE LESS THAN 5,000 PSI AT
DI �,1 Tie U2 bars to Ulbars Remove strands to base of recess , k , k , TRANSFER OF PRESTRESSING.
o H2Fill void With epoxy grout
4 / UI
HI /—I'Chamfer (Typical) TYPE I TYPE 2 FOR NOTES AND MISC. DETAILS SEE
i r + 1 ESTIMATED DRAWING 44.5-A-0902 SHEET 2
�I�* 1 1 s I 6 QUANTITY SIZE LENGTH MARK TYPE A B WEIGHT
HT
4_
172 *5 9'-10 UI I 2'-6 4'-10 1763
II/2'Clear for Bar HI 2$ *5 3'-9 U2 53�q" 2'- 110 REV I BY I DATE DESCRIPTION
v > 3'X 3'Typ. o N 58 *5 4' 10 HI STR. 292
NORFOLK
�' N N 4 "3 2'-Io E1 I I'-o 10" 4 SOUTHERN
< 1�2'Clear for Bar U2 ADDITIONAL REINFORCING STEEL FOR CURB ON EXTERIOR GIRDER
N
j -U2 UI U2 50 *5 2' 0 DI STR. 104 NORFOCLK SOUTHERN
RAILWAY
Sill 4 5 *3 2'-5V2 D2 1 91/Z" 10" 5
ti b: +-+++++++ +++++++++�+++-4l 2----<-21/2.Clear -1 26
-+++++++ ++++++++++++- 26 10 *5 7'-4 H2 STR. 76
v \ tiJ for Bar UI OFFICE OF CHIEF ENGINEER-BRIDGES& STRUCTURES ATLANTA,GA.
4' A
21/e'Clear for Bar SI 4� Drip Notch 203 2'-6 H3 2 8 MILEPOST 44.5-A LIMESTONE, TN
5' � 23at2'= 3' 10'
II' 3' 6'VOID II' 5'-4' BILL OF MATERIALS INTERIOR BOX EXTERIOR BOX PRESTRESSED CONCRETE BOX GIRDER
5'-4' SINGLE VOID BOX 40' x 5/-4" x 39 FT
< ' SECTION REINFORCEMENT 2169 LBS. 2362 LBS.
SECTION 7,000 psi CONCRETE 14.6 CY 15.7 CY DON DJB VAL SEC MAP MILEPOST 44.5-A
REINFORCEMENT STRAND PATTERN LOW-LAX 270K STRANDS 66 66 CHK FILE BR001114I DATE 5/8/2008
66 TOTAL STRANDS
LIFTING WEIGHT 52.0 TONS 34.0 TONS SHEET NUMBER I 2MBER 44.5-A-0902