Document 2800046

"D"
"B"
DIM "C"
DIM
DIM
BEAM CAMBER AND BUILD-UP NOTES:
Bottom of Deck
The build-up values given in the table are based on theoretical beam cambers.
The Contractor shall monitor beam cambers for the purpose of predicting
camber values at the time of the deck pour.
| Span
If the predicted cambers based
on field measurements differ more than +/- " from the theoretical "Net Beam
Camber @ 120 Days" shown in the Data Table, obtain approval from the Engineer
Top of Beam
to modify the build-up dimensions as required.
When the measured beam cambers
create a conflict with the bottom mat of deck steel, notify the Engineer a minimum
Begin Span
of 21 days prior to casting.
End Span
DIM "A" includes the weight of the Stay-In-Place Formwork.
BUILD-UP DIAGRAM FOR TANGENT SPANS
DIM "A"
|
| Span
End Span
Beari
ng
Begi
n Span
Beari
ng
|
DIM
Bottom of Deck
DIM
DIM "C"
"D"
"B"
(ALONG | BEAM) (CASE 1)
| Span
Top of Beam
Begin Span
DEAD LOAD DEFLECTION DIAGRAM
End Span
BUILD-UP DIAGRAM FOR SAG VERTICAL CURVE SPANS
(ALONG | BEAM) (CASE 2)
Top Flange Width (Varies)
Sl
ope = Var
i
es
Bridge Deck
DIM
DIM
Bottom of Deck
"D"
"B"
DIM "C"
(Varies)
| Span
Top of Beam
" Design Min.
| Beam (Beam
Type Varies)
Begin Span
End Span
See Required Theoretical
BUILD-UP DIAGRAM FOR CREST VERTICAL CURVE SPANS
Build-up over | Beam
- CONTROL AT | SPAN
BUILD-UP OVER BEAMS
(ALONG | BEAM) (CASE 3)
Bottom of Deck
"B"
"D"
INSTRUCTIONS TO DESIGNER:
DIM
DIM
DIM "C"
Although not shown here in the Diagrams or Notes, the effect of Horizontal
Curvature, when present, needs to be considered for the Build-up Calculations.
| Span
Top of Beam
NOTE:
Begin Span
End Span
Work this Index with the Build-up and Deflection
Data Table for AASHTO, Bulb-T and Florida-I
BUILD-UP DIAGRAM FOR CREST VERTICAL CURVE SPANS
Beams in Structures Plans.
- CONTROL AT BEGIN OR END SPAN
(ALONG | BEAM) (CASE 4)
REVISIONS
Date
By
01/01/10
SJN
Description
Added FLORIDA-I BEAMS to the Standard Title Block
and Note.
Changed the beam section to Florida-I
Beam in the BUILD UP OVER BEAMS detail.
Date
2010 Interim Design Standard
By
Description
BUILD-UP & DEFLECTION DATA FOR
AASHTO, BULB-T AND FLORIDA-I BEAMS
Interim
Date
Sheet No.
01/01/10
1 of 1
Index No.
20199