foley catalog al 2014 · 2020-07-07 · span (ft) rise (ft) wall (in) a (in) oaw (in) tons per ft 6...
TRANSCRIPT
SPAN(FT)
RISE(FT)
WALL(IN)
A(IN)
OAW(IN)
TONSPER FT
6 3 7 32 86 1.046 4 7 32 86 1.136 5 7 32 86 1.226 6 7 32 86 1.30
7 3 8 46 100 1.297 4 8 46 100 1.397 5 8 46 100 1.497 6 8 46 100 1.597 7 8 46 100 1.69
8 3 8 58 112 1.398 4 8 58 112 1.498 5 8 58 112 1.598 6 8 58 112 1.698 7 8 58 112 1.798 8 8 58 112 1.89
9 3 9 72 126 1.679 4 9 72 126 1.789 5 9 72 126 1.909 6 9 72 126 2.019 7 9 72 126 2.129 8 9 72 126 2.239 9 9 72 126 2.35
10 3 10 86 140 1.9910 4 10 86 140 2.1110 5 10 86 140 2.2410 6 10 86 140 2.3610 7 10 86 140 2.4910 8 10 86 140 2.6110 9 10 86 140 2.8710 10 10 86 140 2.99
11 3 11 100 154 2.3211 4 11 100 154 2.4611 5 11 100 154 2.6011 6 11 100 154 2.7411 7 11 100 154 2.8711 8 11 100 154 3.0111 9 11 100 154 3.1511 10 11 100 154 3.2911 11 11 100 154 3.43
12 3 12 114 168 2.7012 4 12 114 168 2.8512 5 12 114 168 3.0012 6 12 114 168 3.1512 7 12 114 168 3.3012 8 12 114 168 3.4512 9 12 114 168 3.6012 10 12 114 168 3.7512 11 12 114 168 3.9012 12 12 114 168 4.05
BOX CULVERT
BOX CULVERT STANDARD DETAIL4.1
RISE
SPANWALL
(4) Ø3" LIFT HOLESR1 1/2"(TYP)
12"
12"
A1'-8 1/2"
3'-4"
1'-4"
6'-0"
4 1/2"OAW
MATERIALS:CONCRETE: 5,000 PSI, TYPE I/II CEMENTTYPICAL BOXES CONFORM TO ASTM C-1433
NOTES:SPECIAL DESIGN BOX CULVERT AVAILABLE FOR INCREASED LOADS
PARTS SHOWN:10'-0" x 6'-0" x 6'-0" SECTION BOX CULVERT
BOX CULVERT
STANDARD BOX CULVERT JOINT DETAIL4.2
MATERIALS:CONCRETE: 5,000 PSI, TYPE I/II CEMENT
PARTS SHOWN:SPAN 8' x RISE 6'
SPIGOT-ENDBELL-END
4"3 7/32"R7/8"
R1 3/8"
R7/8"
R1 3/8"
1/2"
4 1/2"
WT
RISE A L H1 H2 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 TONS3' 6' 6'-8" 3'-1" 1'-6" 30" 30" 1.524' 8' 9'-2" 4'-1" 1'-6" 30" 60" 2.315' 8' 9'-2" 4'-1" 2'-6" 30" 60" 2.776' 12' 15'-4" 5'-9" 1'-10" 36" 36" 60" 4.137' 12' 13'-4" 5'-10" 2'-10" 20" 20" 30" 36" 36" 4.848' 16' 18'-4" 7'-10" 1'-10" 15" 20" 20" 30" 48" 66" 6.659' 16' 18'-4" 7'-11" 2'-10" 12" 12" 15" 15" 20" 20" 30" 30" 48" 7.6010' 18' 18'-4" 8'-0" 3'-10" 12" 12" 12" 12" 15" 15" 20" 20" 30" 48" 48" 48" 48" 48" 48" 8.5711' 20' 23'-0" 8'-3" 2'-10" 13" 45" 31" 20" 20" 20" 15" 15" 15" 12" 12" 12" 12" 12" 12" 8.8112' 20' 23'-0" 8'-3" 3'-10" 13" 45" 31" 20" 20" 20" 15" 15" 15" 12" 12" 12" 12" 12" 12" 9.88
BOX CULVERT
WING WALL STANDARD DETAIL4.2
PARTS SHOWN:SPAN 8' x RISE 6'
MATERIALS:CONCRETE: 5,000 PSI, TYPE I/II CEMENT
NOTES:APRON TO BE POURED IN FIELD BY CONTRACTOR
AL
SPAN
8"
1'-3"
12"
D1
D2
D3...
H2
H1
RISE
A
2'-6"
8"
RISE WT A L H1 H2 D1 D2 D3 D4 D5 WP1 WP2 TONS4' 7" 8' 8'-6" 3'-1" 1'-10" 74" 2'-0" 1.884' 8" 8' 8'-6" 4'-1" 1'-10" 74" 2'-0" 1.885' 7" 8' 8'-6" 4'-1" 2'-10" 74" 2'-0" 2.315' 8" 8' 8'-6" 5'-9" 2'-10" 74" 2'-0" 2.316' 7" 12' 12'-9.25" 5'-10" 2'-5" 74" 28" 23" 2'-0" 2'-0" 3.666' 8" 12' 12'-9.25" 7'-10" 2'-5" 74" 28" 23" 2'-0" 2'-0" 3.666' 10" 12' 12'-9.25" 7'-11" 2'-7" 74" 28" 23" 2'-0" 2'-0" 3.767' 8" 16' 17'-0.3125" 8'-0" 3'-0" 74" 28" 23" 28" 23" 2'-0" 2'-0" 5.987' 10" 16' 17'-0.3125" 8'-3" 3'-2" 74" 28" 23" 28" 23" 2'-0" 2'-0" 6.1210' 10" 20' 21'-30.375" 8'-3" 3'-9" 74" 28" 23" 28" 74" 2'-0" 2'-0" 9.03
BOX CULVERT
AL DOT WING WALL STANDARD DETAIL4.4
2 * (Sin(20°) * L) + SPAN
MATERIALS:CONCRETE: 5,000 PSI, TYPE I/II CEMENT
NOTES:APRON TO BE POURED IN FIELD BY CONTRACTOR
PARTS SHOWN:SPAN 8' x RISE 6'
SPAN
110°
A
RISE
2'-6"
H2
H1
A
9 1/4"
14 1/2"
7 1/2"
D1
D2
D3
2'-0"
2'-0"
SPAN K T N P GA TONS AL TONS6' 3" 7" 7" 7'-2" 0.59 0.247' 4" 8" 7" 8'-4" 0.68 0.288' 4" 8" 7" 9'-4" 0.76 0.319' 5" 9" 6" 10'-6" 0.87 0.3510' 6" 10" 5" 11'-8" 0.95 0.3911' 12'-10" 0.4312" 14'-0" 0.47
BOX CULVERT
PARAPET STANDARD DETAIL4.5
12"
P
K 6" 4" 8"
6"
6"
4 1/2"
N
3"
T
PARTS SHOWN:AL DOT PARAPET FOR SPAN 8'
MATERIALS:CONCRETE: 5,000 PSI, TYPE I/II CEMENT
GA DOT PARAPET
AL DOT PARAPET
P
1" CHAMFER
8"
8"
MATERIALS:CONCRETE: 5,000 PSI, TYPE I/II CEMENT
PARTS SHOWN:AL DOT PARAPET FOR SPAN 8'
DETAIL A DETAIL B
BOX CULVERT
WING WALL ASSEMBLY4.6
A
B9 1/2"
4 3/8" 4"
1'-3"
8"
Ø6"
7 1/2"
APRON
APRONTO BE POURED IN FIELD BY CONTRACTOR
PARAPET
WING WALL
MATERIALS:CONCRETE: 5,000 PSI, TYPE I/II CEMENT
NOTES:APRON TO BE POURED IN FIELD BY CONTRACTOR
PARTS SHOWN:SPAN 8' x RISE 6'
WING WALL