HomeMy WebLinkAbout1971 GDC Bridge Over MTDD No. 10 at Malabar Rds - -
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ESTIMATED QUANTITIES
T E M
UNIT
QUANT,
Concrete
300,
Reinforcing
steel
tbs.
7ogv
Concrete
piling 14 " Sq. furnished
Lin.
Ft.
i2,3:
Concrete
piling 14 " Sq. driven
Lin.
Ft.
11110
Concrete
piling 14 " Sq. test driven
Lin.
Ft.
��—
SRD 15"
H.S. prestressed deck slab
Sq.
Ft.�,�
H a n d r a i I
Lin.
Ft.
Aga
4 " Slope
pavement (Reinforced)
Sq.
Yd.
8" Approach
slab (Reinforced) w/curb
Sq.
Yd.
77-4 ,
GENERAL NOTES
)esign Specification A.A.S.H.O. 1965
.oading H-20-44
I. All dimensions are to be verified in the field. Any
discrepancies, errors or omissions are to be reported
to the Engineer for clarification or correction before
work is continued.
t. Piles are to be driven to'a minimum bearing value of
30 Tons by the Florida S.R.D. formula. Pile shall be
driven to a minimum penetration as shown.
3. Backfill must be free of silt or organic matter and
relatively free of clay. Backfill is to be compacted
in layers of not more than 12" deep.
4. Exposed components such as curbs, end posts and cap
ends shall be stripped and rubbed within 24 hours
after pouring.
5. Poured -in place concrete shall have a strength of.
not less than 3,000 P.S.I. in 28 days:
6. Quantities for piling are based on an estimated
length of 20' and 30' piles.
7. Specifications applicable are FLORIDA STATE ROAD
DEPARTMENT Standard specifications for road and
bridge construction dated 1966.
B. Approaches by GENERAL DEVELOPMENT CORPORATION;;.
9. Pavement by GENERAL DEVELOPMENT CORPORATION.
10. Line and grade by.GENERAL DEVELOPMENT CORPORATION.
11. Contractor will give one working'day.notice
for need of line & grade.
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VERTICAL CURVE DATA
APPROACH APPROACH
STA. ELEV. POINT STA. ELEV.
POINT