Bridge Load Rating.pdf
43
February 1, 2013 1320 Executive Center Drive, Suite 100 Tallahassee, Florida 32301 Phone: 850-205-0460 Certificate of Authorization No. 28861 Load Rating Calculations SR 30 (US 98) at Cody Avenue SPUI FDOT District 3 SR 30 at Cody Avenue SPUI Okaloosa County, Florida New Construction Contract No. E3K85 FPID: 415067-2-52-01
Transcript of Bridge Load Rating.pdf
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February 1, 2013
1320 Executive Center Drive, Suite 100 Tallahassee, Florida 32301 Phone: 850-205-0460 Certificate of Authorization No. 28861
Load Rating Calculations SR 30 (US 98) at Cody Avenue SPUI
FDOT District 3 SR 30 at Cody Avenue SPUI Okaloosa County, Florida New Construction Contract No. E3K85 FPID: 415067-2-52-01
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Contents Load Rating Criteria 1 Load Rating Summary Form 3 Load Rating Data Table 4 Plan Sheets 5 Inventory & Permit Ratings 8
Load Rating Criteria AASHTO and FDOT Load Rating references and requirements
Load Rating Summary Form
Load Rating Data Table
Plan sheets Bridge Plan & Elevation Bridge Typical Section Beam Data Table Sheet
Inventory & Permit Ratings Exterior Beam Prestressed Beam Design Interior Beam Prestressed Beam Design
Load Rating Calculations SR 30 (US 98) at Cody Avenue
FDOT District 2 SR 30 at Cody Avenue SPUI Okaloosa County, Florida New Construction Contract No. E3K83 FPID: 415067-2-52-01
1320 Executive Center Drive, Suite 100 Tallahassee, Florida 32301
Phone: 850-205-0460 Certificate of Authorization No. 28861
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LOADRATINGCRITERIA
SR 30 (US 98) AT CODY AVENUE SPUI
DESCRIPTIONLocationNewBridgeConstructionSinglePointUrbanInterchangeSR30(US98)atCodyAvenueOkaloosaCounty,FloridaBridgeTypicalSectionTrafficLanes: 2120lanesineachdirectionShoulders: 60Inside/100OutsideTrafficBarriers: 32FShape(Index420&421)
REFERENCESDesignReferencesFDOTBridgeLoadRatingManual(August2012)AASHTOManualforBridgeEvaluation(2ndEd.,2011)(LRFD)FDOTStructuresDesignManual(January2012)(FDOTSDG)
UNITSU.S.Customary
DESIGNMETHODOLOGYLoadandResistanceFactorRating(LRFR)
DESIGNLOADINGSDeadLoadsUnitWeightofConcrete150pcf
1
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FutureWearingSurfaceNoneStayinplaceforms20psfTrafficRailingFShape420plf/FShapeMedian485psfUtilityLoad15psf;inputasfuturewearingsurface,loadfactoris1.5(DW)SacrificialdeckthicknessLiveLoadsHL93FL120(PermitLoad)
ENVIRONMENTALCONDITIONSSuperstructureisclassifiedasextremelyaggressiveSubstructureisclassifiedasextremelyaggressive
MATERIALSConcretePerFDOTSpecification346CIPConcreteshallbeClassIV(fc=5.5ksi)(regardlessofenvironmentalclassification)UseK=0.9forModulusofElasticityReinforcingSteelShallbeASTMA615,Grade60
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2/4/
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LRFD
psbe
am.x
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3111
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CR
_fco
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stag
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ck_f
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2/4/
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LRFD
psbe
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3112
13
-
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100
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Loca
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2/4/
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psbe
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2/4/
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LRFD
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2/4/
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LRFD
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2/4/
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put f
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2/4/
2013
LRFD
psbe
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3117
user
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2/4/
2013
LRFD
psbe
am.x
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v3.
3118
16
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2/4/
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2/4/
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LRFD
psbe
am.x
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3120
17
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If m
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terf
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k 23
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chec
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chec
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terf
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teel
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DG
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clic
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ble
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veal
scro
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r...
chec
kT0
12
34
0"O
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"N.A
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.A."
"OK
"...
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3121
Lin
k to
Not
e- C
heck
s, 0,
1 &
2
Tota
lChe
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LRFR
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Stru
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-8:
FDO
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odifi
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LRF
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Mom
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Stre
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tress
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HL-
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L-9
3 HL-
93
LRFR
load
ratin
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"Lim
it St
ate"
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ngth
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v)"
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(ft)"
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L-9
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LRFR
load
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load
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LRFR
load
ratin
g 41
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ax
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1
shr
0.9
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RFD
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load
ratin
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g mom
LR
FRlo
adra
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5g s
hear
c1.
0
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R Ta
ble
6-2)
LRFR
load
ratin
g 61
g mom
s1.
0
(SM
Vol
-8 6
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Vtru
ck.p
oshs
ifV
truck
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hs0
lbf
d
0.1
lbf
Vtru
ck.p
oshs
Vla
ne.p
oshs
ifV
lane
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hs0
lbf
d
0.1
lbf
Vla
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pos h
sif
Vpe
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s0
lbf
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0.1
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s
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it.po
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pos h
s0
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s hs
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3122
18
-
HL-
93 S
hear
Cap
acity
Cal
cula
tions
:
(LRF
D 5
.8.2
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)
v ish
ear
0.76
ksi
v hs
Vpo
s.Str1
hs
shr
Vp h
s
shr
b vd v
hs
v i
shea
rf c
.bea
m0.
09
ta
ble
ta
ble
x
row col
coun
t
Val
ues
Vpo
s.Str1
Msh
r pos
.Str1
v
ta
ble h
sif
hsis
hear
tabl
e ish
ear
tabl
e hs
ta
ble h
sif
hsis
hear
tabl
e ish
ear
tabl
e hs
x 1
x 2
ta
ble i
shea
r20
.4
ta
ble i
shea
r3.
38
x i
shea
r0.
14
row
ishe
ar1
col is
hear
1 co
unt is
hear
7
LRFD
5.8
.3.4
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s h
sj
hsm
j
Msh
r pos
.Str1
j
d vj
0.5N
u
Vpo
s.Str1
jV
p j
A
pss j
Aps
dsj
f po j
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s.lon
g j
E pA
pss j
Aps
dsj
m
j
0.00
6m
j
0.00
6!
if
j
Msh
r pos
.Str1
j
d vj
0.5N
u
Vpo
s.Str1
jV
p j
A
pss j
Aps
dsj
f po j
E sA
s.lon
g j
E pA
pss j
Aps
dsj
E c
Ac.
tens
ion
m
j0
if
j
0.00
04
m
j0.
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if
j
s 1
s 2
smoo
th b
oth
q an
d b
vxhs
Loca
tion h
s
sm
ooth
ksm
ooth
vx m
tabl
e
1
sm
ooth
ksm
ooth
vx m
tabl
e
1
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3123
x h
s
x h
s
1000
dir h
s29
3500
s hs
di
r hs
4.8
175
0s h
s
C
c
s
Rn
=fo
r Str
engt
h Li
mit
Stat
es(L
RFR
6.4.
2.1)
(SM
Vol
-8 T
able
6-1
)C
f R=
for S
ervi
ce L
imit
Stat
es
Vc.
1 hs
0.03
16
dir h
s
f c.b
eam
ksi
b vd v
hs
V
c.1 i
shea
r40
0.17
kip
Vcp
hsif
Vci
hsV
cwhs
!V
cwhs
V
cihs
Vcp
ishe
ar30
7.3
kip
Vc.
3 hs
0.03
16
smoo
thhs
f c
.bea
mks
i
b v
d vhs
Vc.
3 ish
ear
212.
8ki
p
Vc
aSh
earM
etho
dm V
jV
c.1 j
ma
1=
if
Vj
Vcp
jm
a2
=if
Vj
Vc.
3 jm
a3
=if
j0
last
Loca
tion
()
21
for
V
aSh
earM
etho
dm
j
dir j
deg
m
a1
=if
j
2 j
ma
2=
if
j
sm
ooth
jde
g
ma
3=
if
j0
last
Loca
tion
()
21
for
lo
ng.S
tr1
fo
r lon
gitu
dina
l ste
el c
heck
Vc i
shea
r40
0.2
kip
shea
r res
ista
nce
of tr
ansv
erse
rein
forc
emen
t, H
L-93
(LRF
D C
5.8.
3.3-
1)
Vs.p
rov.
shr h
sA
v.pr
ov.sh
r hs
f yd v
hs
cot
hs
max
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rov.
shr
579
kip
()
nom
inal
and
fact
ored
shea
r res
ista
nce,
HL-
93(L
RFD
5.8
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sh
r0.
9
Vn.
StrI h
sV
c hs
Vs.p
rov.
shr h
s
Vp h
sif
Shea
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hod
1=
()
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hod
3=
()
1
0[
]
Perm
it Sh
ear C
apac
ity C
alcu
latio
ns:
(LRF
D 5
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)
v ish
ear
0.76
ksi
v hs
Vpo
s.Str2
hs
shr
Vp h
s
shr
b vd v
hs
v i
shea
rf c
.bea
m0.
08
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3124
19
-
ta
ble
ta
ble
x
row col
coun
t
Val
ues
Vpo
s.Str2
Msh
r pos
.Str2
v
ta
ble h
sif
hsis
hear
tabl
e ish
ear
tabl
e hs
ta
ble h
sif
hsis
hear
tabl
e ish
ear
tabl
e hs
x 1
x 2
ta
ble i
shea
r20
.4
ta
ble i
shea
r3.
38
x i
shea
r0.
16
row
ishe
ar1
col is
hear
1 co
unt is
hear
7
LRFD
5.8
.3.4
.2
s h
sj
hsm
j
Msh
r pos
.Str2
j
d vj
0.5N
u
Vpo
s.Str2
jV
p j
A
pss j
Aps
dsj
f po j
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s.lon
g j
E pA
pss j
Aps
dsj
m
j
0.00
6m
j
0.00
6!
if
j
Msh
r pos
.Str2
j
d vj
0.5N
u
Vpo
s.Str2
jV
p j
A
pss j
Aps
dsj
f po j
E sA
s.lon
g j
E pA
pss j
Aps
dsj
E c
Ac.
tens
ion
m
j0
if
j
0.00
04
m
j0.
0004
if
j
s 1
s 2
smoo
th b
oth
q an
d b
vxhs
Loca
tion h
s
sm
ooth
ksm
ooth
vx m
tabl
e
1
sm
ooth
ksm
ooth
vx m
tabl
e
1
x h
s
x h
s
1000
dir h
s29
3500
s hs
di
r hs
4.8
175
0s h
s
C
c
s
Rn
=fo
r Str
engt
h Li
mit
Stat
es(L
RFR
6.4.
2.1)
(SM
Vol
-8 T
able
6-1
)C
f R=
for S
ervi
ce L
imit
Stat
es
Vc.
1 hs
0.03
16
dir h
s
f c.b
eam
ksi
b vd v
hs
V
c.1 i
shea
r40
9.43
kip
Vcp
hsif
Vci
hsV
cwhs
!V
cwhs
V
cihs
Vcp
ishe
ar30
7.3
kip
Vc.
3 hs
0.03
16
smoo
thhs
f c
.bea
mks
i
b v
d vhs
Vc.
3 ish
ear
212.
8ki
p
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3125
Vc
aSh
earM
etho
dm V
jV
c.1 j
ma
1=
if
Vj
Vcp
jm
a2
=if
Vj
Vc.
3 jm
a3
=if
j0
last
Loca
tion
()
21
for
V
aSh
earM
etho
dm
j
dir j
deg
m
a1
=if
j
2 j
ma
2=
if
j
sm
ooth
jde
g
ma
3=
if
j0
last
Loca
tion
()
21
for
lo
ng.S
tr2
fo
r lon
gitu
dina
l ste
el c
heck
Vc i
shea
r40
9.4
kip
shea
r res
ista
nce
of tr
ansv
erse
rein
forc
emen
t, Pe
rmit
(LRF
D C
5.8.
3.3-
1)
Vs.p
rov.
shr h
sA
v.pr
ov.sh
r hs
f yd v
hs
cot
hs
max
Vs.p
rov.
shr
579
kip
()
nom
inal
shea
r res
ista
nce,
Per
mit
(LRF
D 5
.8.2
.1-2
)
shr
0.9
Vn.
StrI
I hs
Vc h
sV
s.pro
v.sh
r hs
V
p hs
ifSh
earM
etho
d1
=(
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earM
etho
d3
=(
)
10
[]
RF
C
DC
DC(
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D
W
DW()
LLL
IM(
)=
C
c
s
Rn
=fo
r Str
engt
h Li
mit
Stat
es(L
RFR
6.4.
2.1)
(SM
Vol
-8 T
able
6-1
)C
f R=
for S
ervi
ce L
imit
Stat
es
RFm
omD
esig
n.St
rI.in
v mn
c
s
mom
mn
M
n mn
0
1.
25M
dl.n
on.c
omp m
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dl.c
omp.
str m
n
1.5
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s mn
1.75
1.33
Mtru
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n
Mla
ne.p
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n
g mo
m
RFm
omD
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n.St
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p mn
c
s
mom
mn
M
n mn
0
1.
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dl.n
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dl.c
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str m
n
1.5
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s mn
1.35
1.33
Mtru
ck.p
osm
n
Mla
ne.p
osm
n
g mo
m
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3126
20
-
RFm
omPe
rmit.
StrI
I mn
c
s
mom
mn
M
n mn
0
1.
25M
dl.n
on.c
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dl.c
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str m
n
1.5
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1.35
1.33
Mpe
rmit.
pos m
n
Mla
ne.p
erm
it.po
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hrD
esig
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s
shr
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n.St
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dl.c
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s
1.5
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1.75
1.33
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lane
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hs
g she
ar
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esig
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s
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V
n.St
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1.
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dl.c
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s
1.5
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s
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s
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s
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perm
it.po
s hs
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lane
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mit.
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s
g she
ar
(SM
Vol
-8 T
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6-9
B)
f R.c
omp n
0.6
f c.b
eam
f R.c
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5.1
ksi
f R.te
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sign
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xtre
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it n7.
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it 00.
69ks
i
f top.
beam
.DC n
nc
Btr n
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p.st
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p.st
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0
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nc
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f top.
beam
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e6n
f top.
beam
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nnc
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nc
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cn
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re.w
s n
0
in
nc
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cn
nc
Itrnc
n
nc
Btr n
cn
2
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3127
f top.
beam
.LL n
nc
Btr n
cn
Mdi
st.li
ve.p
osn
nc
Atr n
cn
Mdi
st.li
ve.p
osn
0in
nc
Atr n
cn
nc
Itrnc
n
nc
Btr n
cn
2
f top.
beam
.per
mit n
nc
Btr n
cn
Mdi
st.li
ve.p
erm
it.po
s n
nc
Atr n
cn
Mdi
st.li
ve.p
erm
it.po
s n
0
in
nc
Atr n
cn
nc
Itrnc
n
nc
Btr n
cn
2
f bot
.bea
m.D
C nnc
Btr n
cn
Mdl
.com
p.st
r n
nc
Atr n
cn
Mdl
.com
p.st
r n
B
eam
5
in
nc
Atr n
cn
nc
Itrnc
n
nc
Btr n
cn
2
f bot
.bea
m.st
age6
n
f bot
.bea
m.D
Wn
nc
Btr n
cn
Mdl
.futu
re.w
s n
nc
Atr n
cn
Mdl
.futu
re.w
s n
B
eam
5
in
nc
Atr n
cn
nc
Itrnc
n
nc
Btr n
cn
2
f bot
.bea
m.L
L nnc
Btr n
cn
Mdi
st.li
ve.p
osn
nc
Atr n
cn
Mdi
st.li
ve.p
osn
Bea
m5
in
nc
Atr n
cn
nc
Itrnc
n
nc
Btr n
cn
2
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2/4/
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LRFD
psbe
am.x
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v3.
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-
f top.
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2/4/
2013
LRFD
psbe
am.x
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v3.
3129
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FR
F(
)an
s 010
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LRFR
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l 0
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ratin
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RFm
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final
0
2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3130
22
-
LRFR
load
ratin
g 52
RFm
omPe
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ting 5
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Perm
it.St
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inal
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load
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Long
itudi
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teel
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L-93
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3948
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)
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s
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shr
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r
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RFD
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)
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464.
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p
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s
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2
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ot
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2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3131
Vlo
ng.re
qdiF
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ong
min
Vte
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ong.
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01
23
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67
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ot
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23
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00
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23
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mit
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2/4/
2013
LRFD
psbe
am.x
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v3.
3132
23
-
Che
ckLo
ngSt
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trII
ifm
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C
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Long
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I"O
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C
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Long
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gif
Che
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Mom
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Stre
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HL-
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"Stre
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Inv)
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"Ser
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"Stre
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0.77
0.77
0.77
0.77
0.77
0.77
"Rat
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1.75
2.27
1.13
1.57
2.30
2.83
"Ton
s"
"N/A
"
"N/A
"
"N/A
"
"N/A
"
138.
27
170.
00
"Dim
(ft)"
94.6
0
94.6
0
94.6
0
94.6
0
94.6
0
94.6
0
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0.77
0.77
"N/A
"
"N/A
"
0.77
"N/A
"
"Rat
ing"
1.88
2.44
"N/A
"
"N/A
"
2.43
"N/A
"
"Ton
s"
"N/A
"
"N/A
"
"N/A
"
"N/A
"
145.
97
"N/A
"
"Dim
(ft)"
15.1
4
15.1
4
"N/A
"
"N/A
"
15.1
4
"N/A
"
H
L-9
3 HL-
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mit
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mit
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l load
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2/4/
2013
LRFD
psbe
am.x
mcd
v3.
3133
24
-
Proj
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"SR
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SPU
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pe o
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rse
aggr
egat
e,"F
lorid
a" o
r "S
tand
ard"
Agg
rega
teTy
pe"F
lorid
a"
rela
tive
hum
idity
H75
n df c
.bea
m
f c.sl
ab
used
in d
istr
ibut
ion
calc
ulat
ion
n d1.
24
Agg
Fact
orif
Agg
rega
teTy
pe"F
lorid
a"=
0.9
1820
(
)
1820
[
]
(SD
G 1
.4.1
)A
ggFa
ctor
1638
E ci
Agg
Fact
orf c
i.bea
mks
i
initi
al b
eam
