s e c t i o n 9 0 5 -- p r o p o s a l...
TRANSCRIPT
S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED)
I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):
ADDENDUM NO. 1 DATED 9/17/2019 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED
Number Description TOTAL ADDENDA: 1 (Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,
DATE
Contractor
BY Signature
TITLE
ADDRESS
CITY, STATE, ZIP
PHONE
FAX
1 Revised Bid Items; Revised or Added Plan Sheet Nos. 8001-8003, 8011; Amendment EBS Download Required.
(To be filled in if a corporation) Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows:
President Address
Secretary Address
Treasurer Address The following is my (our) itemized proposal.
BR-0060-03(020)/ 105333301000 Marshall County(ies)
Revised 01/26/2016
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
MARSHALL
BR-0060-03(020)/105333301
Bridge Replacement on SR 4 over the BNSF Railway & MS Central Railroad Company, Bridge No. 75.3, known as Federal Aid Project No. BR-0060-03(020) / 105333301 in Marshall County.
Proposal (Sheet 2 - 1)
Roadway Items
Lump Sum0010 201-A001 1 Clearing and Grubbing
Acre0020 201-B001 1 Clearing and Grubbing
Lump Sum0030 202-A001 1 Removal of Obstructions
Square Yard0040 202-B005 6,024 Removal of Asphalt Paved Ditch, All Depths
Linear Feet0050 202-B050 802 Removal of Concrete Combination Curb & Gutter
Square Yard0060 202-B052 421 Removal of Concrete Driveways, All Depths
Square Yard0070 202-B080 461 Removal of Concrete Sidewalk
Each0080 202-B165 6 Removal of Inlets, All Sizes
Linear Feet0090 202-B191 767 Removal of Pipe, 8" And Above
Each0100 202-B215 16 Removal of Sign Including Post & Footing
Cubic Yard0110 (E)203-A001 12,417 Unclassified Excavation, FM, AH
Cubic Yard0120 (E)203-EX020 7,944 Borrow Excavation, AH, FME, Class B9
Cubic Yard0130 (E)203-G001 500 Excess Excavation, FM, AH
Cubic Yard0140 (S)206-A001 848 Structure Excavation
Square Yard0150 209-A005 7,763 Geotextile Stabilization, Type V, Non-Woven
Cubic Yard0160 (E)211-B001 3,543 Topsoil for Slope Treatment, Contractor Furnished
Ton0170 213-C001 4 Superphosphate
Square Yard0180 216-A001 1,018 Solid Sodding
Square Yard0190 217-A001 10 Ditch Liner
Thousand Gallon0200 219-A001 453 Watering [$20.00]
Acre0210 220-A001 4 Insect Pest Control [$30.00]
Cubic Yard0220 (S)221-A001 30 Concrete Paved Ditch
Acre0230 223-A001 7 Mowing [$50.00]
Square Yard0240 224-A001 1,200 Soil Reinforcing Mat
Acre0250 225-A001 7 Grassing
Ton0260 225-B001 4 Agricultural Limestone
Ton0270 225-C001 15 Mulch, Vegetative Mulch
Acre0280 226-A001 7 Temporary Grassing
Linear Feet0290 234-A001 2,500 Temporary Silt Fence
Linear Feet0300 237-A002 2,728 Wattles, 20"
Linear Feet0310 239-A001 800 Temporary Slope Drains
Linear Feet0320 246-A001 1,300 Sandbags
(Date Printed 09/17/19) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
MARSHALL
BR-0060-03(020)/105333301
Proposal (Sheet 2 - 2)
Ton0330 249-A001 100 Riprap for Erosion Control
Ton0340 (GT)304-B002 3,610 Granular Material, Class 3, Group D
Ton0350 (BA1)403-A003 1,047 12.5-mm, ST, Asphalt Pavement
Ton0360 (BA1)403-A006 1,178 19-mm, ST, Asphalt Pavement
Ton0370 (BA1)403-A015 768 9.5-mm, ST, Asphalt Pavement
Gallon0380 (A2)407-A001 854 Asphalt for Tack Coat
Linear Feet0390 413-E001 70 Sawing and Sealing Transverse Joints in Asphalt Pavement
Square Yard0400 (C)502-A001 149 Reinforced Cement Concrete Bridge End Pavement
Linear Feet0410 503-C010 60 Saw Cut, Full Depth
Cubic Yard0420 (S)601-B001 44 Class "B" Structural Concrete, Minor Structures
Cubic Yard0430 (S)601-B002 2 Class "C" Structural Concrete, Minor Structures
Pounds0440 (S)602-A001 3,198 Reinforcing Steel
Linear Feet0450 (S)603-ALT003 528 18" Type A Alternate Pipe
Linear Feet0460 (S)603-CA011 936 18" Reinforced Concrete Pipe, Class III
Linear Feet0470 (S)603-CA026 792 24" Reinforced Concrete Pipe, Class III
Each0480 (S)603-CB003 4 18" Reinforced Concrete End Section
Each0490 (S)603-CB004 2 24" Reinforced Concrete End Section
Linear Feet0500 (S)603-CE002 40 22" x 13" Concrete Arch Pipe, Class A III
Linear Feet0510 (S)603-CE008 64 29" x 18" Concrete Arch Pipe, Class A III
Linear Feet0520 (S)603-CE028 32 58" x 36" Concrete Arch Pipe, Class A III
Each0530 (S)603-CF002 2 22" x 13" Concrete Arch Pipe End Section
Each0540 (S)603-CF003 2 29" x 18" Concrete Arch Pipe End Section
Each0550 (S)603-CF007 2 58" x 36" Concrete Arch Pipe End Section
Pounds0560 604-A001 1,027 Castings
Square Yard0570 (S)605-AA003 36 Geotextile for Subsurface Drainage, Type V, Non-Woven
Linear Feet0580 (S)605-O003 64 4" Perforated Sewer Pipe for Underdrains, SDR 35
Linear Feet0590 (S)605-P003 52 4" Non-perforated Sewer Pipe for Underdrains, SDR 35
Cubic Yard0600 (GY)605-W001 2 Filter Material for Combination Storm Drain and/or Underdrains,Type A,FM
Linear Feet0610 606-B001 175 Guard Rail, Class A, Type 1
Each0620 606-D022 4 Guard Rail, Bridge End Section, Type I
Each0630 606-E007 4 Guard Rail, Terminal End Section, Non-Flared
Square Yard0640 (S)608-B001 1,010 Concrete Sidewalk, With Reinforcement
Linear Feet0650 (S)609-D001 78 Combination Concrete Curb and Gutter Type 1
(Date Printed 09/17/19) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
MARSHALL
BR-0060-03(020)/105333301
Proposal (Sheet 2 - 3)
Linear Feet0660 (S)609-D012 1,314 Combination Concrete Curb and Gutter Type 3A Modified
Cubic Yard0670 612-B001 24 Flowable Fill, Non-Excavatable
Each0680 613-D005 7 Adjustment of Manhole
Square Yard0690 (S)614-A001 600 Concrete Driveway, Without Reinforcement
Square Yard0700 (S)614-B001 253 Concrete Driveway, With Reinforcement
Linear Feet0710 (S)615-A002 40 Concrete Bridge End Barrier, 33.5"
Each0720 617-A001 48 Right-of-Way Marker
Lump Sum0730 618-A001 1 Maintenance of Traffic
Linear Feet0740 619-A1003 5,291 Temporary Traffic Stripe, Continuous White, Paint
Linear Feet0750 619-A2003 5,822 Temporary Traffic Stripe, Continuous Yellow, Paint
Linear Feet0760 619-A5002 349 Temporary Traffic Stripe, Detail, Paint
Linear Feet0770 619-A6004 311 Temporary Traffic Stripe, Legend, Paint
Square Feet0780 619-D1001 221 Standard Roadside Construction Signs, Less than 10 Square Feet
Square Feet0790 619-D2001 224 Standard Roadside Construction Signs, 10 Square Feet or More
Linear Feet0800 619-G4001 12 Barricades, Type III, Double Faced
Linear Feet0810 619-G4005 72 Barricades, Type III, Single Faced
Each0820 619-G5001 60 Free Standing Plastic Drums
Each0830 619-G7001 3 Warning Lights, Type "B"
Lump Sum0840 620-A001 1 Mobilization
Linear Feet0850 626-C001 5,291 6" Thermoplastic Double Drop Edge Stripe, Continuous White
Linear Feet0860 626-E002 5,822 6" Thermoplastic Double Drop Traffic Stripe, Continuous Yellow
Linear Feet0870 626-G004 349 Thermoplastic Double Drop Detail Stripe, White
Linear Feet0880 626-H002 311 Thermoplastic Double Drop Legend, White
Each0890 627-L001 63 Two-Way Yellow Reflective High Performance Raised Markers
Square Feet0900 630-A001 25 Standard Roadside Signs, Sheet Aluminum, 0.080" Thickness
Square Feet0910 630-A003 27 Standard Roadside Signs, Sheet Aluminum, 0.125" Thickness
Linear Feet0920 630-C003 97 Steel U-Section Posts, 3.0 lb/ft
Each0930 630-F006 22 Delineators, Guard Rail, White
Each0940 630-F007 22 Delineators, Guard Rail, Yellow
Each0950 630-G005 4 Type 3 Object Markers, OM-3R or OM-3L, Post Mounted
Lump Sum0960 699-A001 1 Roadway Construction Stakes
Ton0970 (S)815-A007 25 Loose Riprap, Size 300
Square Yard0980 (S)815-E001 67 Geotextile under Riprap
Ton0990 (S)815-F002 12 Sediment Control Stone
(Date Printed 09/17/19) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
MARSHALL
BR-0060-03(020)/105333301
Proposal (Sheet 2 - 4)
Each1000 907-619-E3001 4 Changeable Message Sign
Lump Sum1010 907-899-A001 1 Railway-Highway Provisions
Ton1020 (GT)304-F001 7,513 3/4" and Down Crushed Stone Base
ALTERNATE GROUP AA NUMBER 1
Ton1030 (GT)304-F002 7,513 Size 610 Crushed Stone Base
ALTERNATE GROUP AA NUMBER 2
Ton1040 (GT)304-F003 7,513 Size 825B Crushed Stone Base
ALTERNATE GROUP AA NUMBER 3
Cubic Yard1050 (GY)605-W002 16 Filter Material for Combination Storm Drain and/or Underdrains,Type B, FM
ALTERNATE GROUP BB NUMBER 1
Cubic Yard1060 (GY)605-W003 16 Filter Material for Combination Storm Drain and/or Underdrains,Type C, FM
ALTERNATE GROUP BB NUMBER 2
Bridge Items
Square Yard1070 501-K001 853 Transverse Grooving
Linear Feet1080 (S)803-D007 2,625 HP 14 x 89 Steel Piling
Linear Feet1090 (S)803-P003 845 30" Steel Pipe Piling, Wall Thickness 0.500"
Linear Feet1100 (S)804-C026 764 110' Prestressed Concrete Beam, Type IV
Linear Feet1110 (S)804-C095 902 65' Prestressed Concrete Beam, Type IV
Pounds1120 (S)805-A001 97,542 Reinforcement
Linear Feet1130 (S)813-A002 484 Concrete Railing, 32"
Linear Feet1140 (S)813-B001 480 Concrete-Steel Railing
Cubic Yard1150 (S)815-D001 95 Concrete Slope Paving
Each1160 (S)907-803-B001 1 Conventional Static Pile Load Test [$5,000.00]
Each1170 (S)907-803-I003 1 PDA Test Pile, HP Steel Pile
Each1180 (S)907-803-I004 1 PDA Test Pile, Steel Pipe Pile
Each1190 (S)907-803-J001 2 Pile Restrike
Cubic Yard1200 (S)907-804-A002 226 Bridge Concrete, Class AA
Cubic Yard1210 (S)907-804-A004 336 Bridge Concrete, Class BD
(Date Printed 09/17/19) (Addendum No. 1)
NU
MB
ER
SH
EE
T
DA
TE
SH
EE
T N
O.
BY
BR
IDG
E D
IVIS
ION
RE
VIS
ION
S
GE
NE
RA
LIZ
ED
SO
IL P
RO
FIL
E
1 O
F 1
4
2 O
F 1
4
3 O
F 1
4
4 O
F 1
4
6 O
F 1
4
7 O
F 1
4
8 O
F 1
4
9 O
F 1
4
10 O
F 1
4
11 O
F 1
4
12 O
F 1
4
13 O
F 1
4
14 O
F 1
4
80
04
80
05
80
06
80
07
80
08
80
09
80
10
80
11
80
12
80
13
EN
D B
EN
T D
ET
AIL
S
DI-
BR
-1
SQ
-B
R-1
80
01
80
02
DE
TA
ILE
D I
ND
EX
(B
RID
GE
)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S (
BR
IDG
E)
NU
MB
ER
WO
RK
ING
D
ES
CR
IPT
ION
OF
SH
EE
TS
80
14
80
15
80
16
301000
105333
BR
-0060-0
3(0
20)
BR
-00
60
-03
(02
0)
MA
RS
HA
LL
SP
AN
DE
TA
ILS
LIG
HT
ING
BR
AC
KE
T D
ET
AIL
S
65
FT
. B
EA
M D
ET
AIL
S B
EA
M N
O.
65
-1
& 6
5-2
110 F
T. B
EA
M D
ET
AIL
S B
EA
M N
O. 110-1
BE
AR
ING
PA
D,
SO
LE
PL
AT
E,
AN
D B
EA
M B
EV
EL
DE
TA
ILS
MIS
CE
LL
AN
EO
US
SP
AN
DE
TA
ILS
80
03
2018-0
2-0
5
SP
AN
S N
O. 1, 2, &
3 D
ET
AIL
S
5 O
F 1
4
80
17
EC
BR
-1
80
18
RD
-32
EN
D B
EN
TS
1 &
4 D
ET
AIL
S
IN
T. B
EN
TS
2 &
3 D
ET
AIL
S
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
00:00DGNFILENAME AMPM
8001
CO
UN
TY
:
PR
OJE
CT
NU
MB
ER
:
BRIDGE DIVISION
FM
S:
DE
SIG
NE
R
DE
TA
ILE
R
DIR
EC
TO
R O
F S
TR
UC
TU
RE
S,
ST
AT
E B
RID
GE
EN
GIN
EE
R -
JU
ST
IN W
AL
KE
R,
P.E
.
CH
EC
KE
R
ISS
UE
DA
TE
DE
P. D
IR. O
F S
TR
UC
TU
RE
S, A
SS
T. S
TA
TE
BR
IDG
E E
NG
INE
ER
- S
CO
TT
WE
ST
ER
FIE
LD
, P
.E.
OV
ER
PA
SS
AT
ST
A. 116+
31.4
5
DE
TA
ILE
D I
ND
EX
DI-B
R-1
(BR
IDG
E)
Jo
sh
Wil
tsh
ire
RA
ILIN
G D
ET
AIL
S
OV
ER
PA
SS
AT
ST
A. 116+
31.4
5S
R4
AC
RO
SS
BN
SF
RA
ILW
AY
AN
D M
S C
EN
TR
AL
RA
ILR
OA
D C
O.
LA
YO
UT
, E
ST
IMA
TE
D Q
UA
NT
ITIE
S,
& G
EN
ER
AL
NO
TE
S,
EX
HIB
IT "
B-1
"
FO
UN
DA
TIO
N &
GE
NE
RA
L N
OT
ES
, E
XH
IBIT
"B
-1"
PE
DE
ST
RIA
N R
AIL
DE
TA
IL
S,
EX
HIB
IT
"B
-1
"
BR
IDG
E E
RO
SIO
N C
ON
TR
OL
PL
AN
, E
XH
IBIT
"B
-1"
Jo
sh
Wil
tsh
ire
Spencer
Yate
s
9/11/19
8002, 8003, &
8011
BJ,
SE
Y,
& J
LW
STATE
PRO
JECT N
O.
MIS
S.
BR-0
060-0
3(0
20)
SUM
MA
RY
OF
QU
AN
TITI
ES
PA
Y IT
EM N
O.
PA
Y IT
EMU
NIT
QU
AN
TITI
ES
Bri
dge
Su
mm
ary
PR
ELIM
INA
RY
FIN
AL
50
1-K
00
1Tr
ansv
erse
Gro
ovi
ng
SY8
53
90
7-8
03
-B0
01
Co
nve
nti
on
al S
tati
c P
ile L
oad
Tes
tEA
1
80
3-D
00
7H
P 1
4 x
89
Ste
el P
ilin
gLF
2,6
25
90
7-8
03
-I0
03
PD
A T
est
Pile
, HP
Ste
el P
ileEA
1
90
7-8
03
-I0
04
PD
A T
est
Pile
, Ste
el P
ipe
Pile
EA1
90
7-8
03
-J0
01
Pile
Res
trik
eEA
2
80
3-P
00
33
0"
Stee
l Pip
e P
ilin
g, W
all T
hic
knes
s 0
.50
0"
LF8
45
90
7-8
04
-A0
02
Bri
dge
Co
ncr
ete,
Cla
ss A
AC
Y2
26
90
7-8
04
-A0
04
Bri
dge
Co
ncr
ete,
Cla
ss B
DC
Y3
36
80
4-C
02
61
10
' Pre
stre
ssed
Co
ncr
ete
Bea
m, T
ype
IVLF
76
4
80
4-C
09
56
5' P
rest
ress
ed C
on
cret
e B
eam
, Typ
e IV
LF9
02
80
5-A
00
1R
ein
forc
emen
tLB
S9
7,5
42
81
3-A
00
2C
on
cret
e R
ailin
g, 3
2"
LF4
84
81
3-B
00
1C
on
cret
e-St
eel R
ailin
gLF
48
0
81
5-D
00
1C
on
cret
e Sl
op
e P
avin
gC
Y9
5
SHEE
T N
UM
BER
WO
RK
ING
NU
MB
ER
MIS
SISS
IPP
I DEP
AR
TMEN
T O
F TR
AN
SPO
RTA
TIO
N
SUM
MA
RY
OF
QU
AN
TITI
ES
(BR
IDG
E IT
EMS)
PR
OJE
CT
SQ-B
R-1
DES
IGN
ERTr
ent
Wix
on
, PE
CH
ECK
ERB
arb
ara
Jon
es, P
E
DET
AIL
ERIS
SUE
DA
TE0
9/2
9/2
01
7
DIR
ECTO
R O
F ST
RU
CTU
RES
, STA
TE B
RID
GE
ENG
INEE
R -
JU
STIN
WA
LKER
. P.E
.
DEP
. DIR
OF
STR
UC
TUR
ES, A
SST.
STA
TE B
RID
GE
ENG
INEE
R -
SC
OTT
WES
TER
FIEL
D, P
.E.
80
02
BR
-006
0-03
(020
)10
5333
-301
000
MA
RS
HA
LL
CO
UN
TIE
S
EL
. 6
27
.35
-5.3
2000\%
EL.
611.9
24
EL.
615.7
52
+4.0
0000\%
Sta
. 2+
08.8
60 A
H
Sta 1
18
+9
3.6
99
BK
=
Eq
uati
on
:
VPC Sta.
114+90.0
00
VP
I S
ta. 1
17
+8
0.0
00
VPT Sta.
3+85.1
61
301000
105333
BR
-0060-0
3(0
20)
BR
-00
60
-03
(02
0)
MA
RS
HA
LL
DE
SIG
N D
AT
A:
NO
TE
:T
he g
ird
er d
efle
cti
on
dia
gram
s s
ho
wn
in
th
ese p
lan
s w
ere p
rep
ared
an
d i
nte
nd
ed
for d
esig
n a
nd e
sti
mati
on p
urposes o
nly
. A
ctu
al
brid
ge g
irder d
efle
cti
ons m
ay d
iffer
fro
m t
he d
efle
cti
on
dia
gram
s s
ho
wn
in
th
ese p
lan
s.
It i
s t
he C
ontractor's
responsibility t
o c
onstruct t
he b
ridge t
o m
eet t
he
requir
em
ents
of t
he p
lans a
nd s
pecif
icati
ons i
nclu
din
g, but
not
lim
ited t
o, th
e
requir
em
ents
for b
rid
ge d
eck s
mooth
ness.
B
rid
ge E
ngin
eer f
or r
evie
w, th
rough t
he P
roje
ct
Engin
eer. T
his
subm
itta
l shall
inclu
de
all
calc
ula
tions, assum
pti
ons a
nd p
aram
ete
rs u
sed b
y t
he C
ontr
acto
r t
o d
ete
rm
ine
brid
ge g
irder d
efle
cti
ons a
nd f
orm
grade e
levati
ons. T
his
subm
itta
l
sh
all
als
o i
nclu
de a
n e
recti
on
an
d c
on
str
ucti
on
pro
ced
ure t
hat
ad
dresses
th
e c
on
str
ucti
on
mean
s a
nd
meth
od
olo
gie
s u
sed
by
th
e C
on
tracto
r a
nd
sh
all
co
nsid
er
effects
in
clu
din
g,
bu
t n
ot
lim
ited
to
, co
nstr
ucti
on
ph
asin
g,
po
urin
g s
ch
ed
ule
s,
appli
ed p
erm
anent
and c
onstr
ucti
on l
oadin
g, and s
hall
inclu
de c
alc
ula
tions a
nd
deta
ils o
f t
em
porary g
irder b
racin
g s
yste
ms u
sed t
o e
nsure g
irder s
tabil
ity a
nd
to c
ounter t
he e
ffects o
f g
irder t
ilt.
Afte
r g
irder e
recti
on a
nd p
rio
r t
o d
eck c
onstr
ucti
on, th
e C
ontr
acto
r s
hall
subm
it
deck t
hic
kness v
erif
icati
on c
alc
ula
tions f
or e
ach g
irder. T
hese c
alc
ula
tions s
hall
in
clu
de a
co
mp
aris
on
of t
he e
recte
d g
ird
er t
op
fla
ng
e p
ro
fil
es v
ersu
s
th
e p
lan d
eck g
rade e
levati
ons o
ver e
ach g
irder p
lus t
he a
nti
cip
ate
d g
irder d
efle
cti
on
d
ue t
o a
pp
lied
perm
an
en
t d
ead
lo
ad
an
d c
reep
.
Th
ree (
3) c
op
ies o
f t
he d
eck
th
ick
ness v
erif
icati
on
calc
ula
tio
ns a
nd
an
y p
ro
po
sed
rem
edia
tion m
easures t
o c
orrect
for t
hin
deck a
reas s
hall
be s
ubm
itte
d t
o t
he D
irecto
r
o
f S
tru
ctu
res,
Sta
te B
rid
ge E
ng
ineer f
or r
ev
iew
, th
ro
ug
h t
he P
ro
ject
En
gin
eer.
The B
RID
GE
SU
PE
RS
TR
UC
TU
RE
CO
NS
TR
UC
TIO
N P
LA
N a
nd
th
e d
eck
th
ick
ness
v
erif
icati
on
calc
ula
tio
ns s
hall
be p
rep
ared
an
d s
tam
ped
by
a M
issis
sip
pi
R
egis
tered P
rofessio
nal
Engin
eer.
Prio
r t
o f
orm
wo
rk
co
nstr
ucti
on
, th
e C
on
tracto
r s
hall
su
bm
it t
hree (
3) c
op
ies o
f a
pro
po
sed
B
RID
GE
SU
PE
RS
TR
UC
TU
RE
CO
NS
TR
UC
TIO
N P
LA
N t
o t
he D
irecto
r o
f S
tructu
res, S
tate
SE
ISM
IC D
ES
IGN
DA
TA
:S
eism
ic P
erfo
rm
an
ce Z
on
e.
. .
. .
. .
. .
Zo
ne 2
Site C
lass D
efinition. . . . . . . . . . . S
ite C
lass "
C"
Im
portance C
ategory. . . . . . . . . . . O
ther
Est.
Len
gth
1 2
0.6
5
0.6
5
Stren
gth
I
Stren
gth
I
Ben
t N
o.
Co
ntr
oll
ing
Lim
itS
tate
LR
FD
Resis
tance
Facto
r
Req
uir
ed
Ult
imate
Bearin
g(T
ons)
Pil
e T
ype
& S
ize
(ft.)
CA
PA
CIT
Y A
ND
TIP
EL
EV
AT
ION
SC
HE
DU
LE
RE
QU
IRE
D U
LT
IMA
TE
PIL
E B
EA
RIN
G
Ben
t N
o.
(ft.)
Min
. L
ength
Tip
Ele
v.
1 2
52
7.4
PD
A T
ES
T P
IL
E S
CH
ED
UL
E
F.G
. E
lev. 620.5
930
Item
Lo
cati
on
Spans
End b
ents
Int.
ben
ts
To
tals
ES
TIM
AT
ED
QU
AN
TIT
IES
Gro
ovin
g
Trans.
Lo
ad
Test
Sta
tic P
ile
Co
nv
en
tio
nal
Restr
ike
Pil
e
Pip
e P
ilin
g
Steel
30" D
iam
.
men
t
Rein
fo
rce-
Rail
ing, 32"
Co
ncrete
Each
L.F
.L
.F.
Each
Each
C.Y
.L
.F.
L.F
.L
.F.
S.Y
.C
.Y.
L.F
.
Pav
ing
Slo
pe
Co
ncrete
C.Y
.
GE
NE
RA
L N
OT
ES
:
853.3
3
853.3
3
1 1
84
5.0
84
5.0
902.4
2
902.4
2
764.1
7
764.1
7
480.0
0
484.3
3
480.0
0
94
.50
94
.50
4.3
3
480.0
0
Ste
el
Pil
ing
HP
14
X8
9
40
.65
Stren
gth
I
NO
TE
:
3
HP
14
x8
9
HP
14
x8
9
14
6
14
6
35
4
35
4S
tren
gth
I0
.65
52
8.4
336.3
6
86
.62
139.6
0
226.2
2336.3
6
2018-0
2-0
5
Loading. . . . . . .
. H
L-93
Ro
ad
way
wid
th
. .
. .
36
'-0
" G
utter t
o g
utter
Co
ncrete.
. .
. .
. .
Class "
AA
" (
4,0
00
p.s
.i.)
PA
IN
T N
OT
E:
NO
TE
:N
OT
E:F
or a
dditio
n n
otes a
nd
details, see s
heet n
o. 8
00
4.
Concrete. . . . . . . C
lass "
BD
" (
4,0
00 p
.s.i
.)
Specif
icati
ons. . . . . A
.A.S
.H.T
.O, L
RF
D 2
014 &
2016 i
nte
rem
s
Stay
-in
-p
lace m
etal d
eck
fo
rm
s .
. .
. .
18
lb
s/sq
ft (
betw
een
flan
ges)
PIL
E N
OT
ES
:
ST
EE
L P
IP
E P
IL
E N
OT
ES
:
be i
nclu
ded
in
th
e p
rices a
nd
pay
men
ts f
or b
id
item
s.
n
ot
be p
aid
for d
irectl
y a
nd c
om
pensati
on t
herefor w
ill
Wo
rk
fo
r w
hic
h n
o p
ay
ite
m i
s p
ro
vid
ed
in
th
e p
ro
po
sal
wil
l
o
therw
ise n
oted.
Rein
forcin
g s
teel
shall
be A
ST
M A
615, G
rade 6
0, unle
ss
f
inis
h i
n a
ccordance w
ith t
he s
pecif
icati
ons.
Co
ncrete s
urfaces s
hall r
eceiv
e a
Class 2
ru
bb
ed
or s
pray
E
ng
in
eer.
a
fter n
otification f
rom
the D
irector o
f S
tructures, S
tate B
ridge
t
he p
rovided c
am
ber d
ata. T
herefore, deck g
rades s
hould b
e s
et o
nly
s
ho
uld
be a
ware t
hat
the d
efle
cti
on
dia
gram
may
be m
od
ifie
d b
ased
on
The C
ontr
acto
r s
hall
provid
e c
am
ber d
ata
afte
r e
recti
on. T
he C
ontr
acto
r
p
rio
r t
o s
hip
pin
g.
Th
e F
ab
ric
ato
r s
hall
pro
vid
e c
am
ber d
ata
at
rele
ase a
nd
im
med
iate
ly
S
tate
Brid
ge E
ngin
eer f
or a
pp
ro
val
prio
r t
o t
he m
an
ufactu
re o
f b
eam
s.
p
lan, shall b
e s
ubm
itted i
n d
uplicate t
o t
he D
irector o
f S
tructures,
Sh
op
draw
ing
s o
f p
restr
essed
beam
s,
inclu
din
g a
n e
recti
on
a
re n
ot a
cceptable.
M
issis
sip
pi
Sta
nd
ard
Sp
ecif
icati
on
s.
Parti
al
su
bm
itta
ls
b
e f
urn
ish
ed
in
acco
rd
an
ce w
ith
Sectio
n 8
05
of t
he
Rein
fo
rcem
en
t o
rd
er l
ists
an
d r
eq
uir
ed
pla
cin
g p
lan
s s
hall
S
tructures" (
AC
I 3
15R
-94).
S
tan
dard
Practi
ce f
or D
eta
ilin
g R
ein
fo
rced
Co
ncrete
Bar b
endin
g d
eta
ils s
hall
be i
n a
ccordance w
ith "
Manual
of
c
onstruction o
f e
nd b
ents.
No
pay
men
t w
ill
be a
llo
wed
fo
r e
xcav
ati
on
in
cid
en
tal
to t
he
o
therw
ise n
oted.
Rail
ing e
xpansio
n j
oin
t m
ate
ria
l shall
be b
itum
inous f
iber t
ype u
nle
ss
Brid
ge c
oncrete
shall
be c
lass "
AA
" o
r "
BD
" a
s i
ndic
ate
d i
n t
he p
lans.
S
pan
Deta
ils f
or l
imit
s o
f t
ransverse g
roovin
g o
n b
rid
ge d
eck.
S
ections 5
01 a
nd 8
04 o
f t
he s
pecifications. S
ee M
isc.
m
echanic
all
y t
ransverse g
rooved i
n a
ccordance w
ith
Th
e f
inal
su
rface t
ex
ture o
f t
he b
rid
ge d
eck
sh
all
be
p
rice a
dju
stm
en
t.
E
ng
ineer p
ro
vid
ed
su
ch
ch
an
ges w
ill
no
t b
e c
au
se f
or c
on
tract
m
ay
be a
uth
orized
by
th
e D
irecto
r o
f S
tru
ctu
res,
State B
rid
ge
M
ino
r c
han
ges i
n d
eta
il o
f d
esig
n o
r c
on
str
ucti
on
pro
ced
ure
a
pproval o
f t
he D
irector o
f S
tructures, S
tate B
ridge E
ngineer.
No c
hange o
f p
lans w
ill
be p
erm
itte
d e
xcept
by w
rit
ten
R
oad a
nd B
rid
ge C
onstr
ucti
on, 2017.
Mis
sis
sip
pi
Sta
ndard S
pecif
icati
ons f
or
p
erfo
rm
ed
by
a c
ertified
weld
er.
Weld
ing s
hall
com
ply
wit
h A
NS
I/A
WS
D1.5
Brid
ge W
eld
ing C
ode a
nd b
e
Ste
el
Pip
e P
iles a
re i
nte
nded t
o b
e o
pend e
nded.
All
Ste
el
Pip
e P
iles s
hall
be A
ST
M A
25
2,
Grad
e 3
(F
y =
45
,00
0 p
si.
).
b
y t
he D
irecto
r's
of S
tru
ctu
res,
State B
rid
ge E
ng
in
eer.
a
ltern
ati
ve h
am
mer i
s a
pp
ro
ved
C
ontr
acto
r's
driv
abil
ity a
naly
sis
uti
lizin
g t
he C
ontr
acto
r's
sele
cte
d
t
han 7
0,0
00 f
t-lbs t
o t
he t
ip e
levations s
pecified u
nless t
he
Ste
el
pip
e p
iles s
hall
be d
riv
en w
ith a
maxim
um
rate
d e
nergy n
o l
ess
o
f t
he p
ile i
n o
rd
er t
o p
ro
perly
place a
nd
pro
tect P
DA
gag
es.
b
e l
arge e
nough t
o p
rovid
e a
min
imum
of 3
" c
learance o
n e
ach s
ide
Pil
e h
am
mer l
eads u
sed f
or a
ll P
DA
test
pil
es a
nd P
DA
restr
ikes s
hall
i
nclu
des t
he L
RF
D r
esistan
ce f
acto
r f
or P
DA
of 0
.65
.
U
LT
IM
AT
E P
IL
E B
EA
RIN
G C
AP
AC
IT
Y A
ND
TIP
EL
EV
AT
IO
N S
CH
ED
UL
E
The r
equir
ed u
ltim
ate
pil
e b
earin
g s
how
n i
n t
he R
EQ
UIR
ED
r
esults o
f t
he P
DA
test p
iles.
Pil
e l
ength
s a
nd d
riv
ing c
rit
eria
shall
be p
rovid
ed b
ased o
n t
he
o
therw
ise d
irected b
y t
he E
ngineer.
PD
A t
est p
iles s
hall r
eq
uire a
1 d
ay
an
d 7
day
restrik
e u
nless
b
e o
ne a
nd o
ne h
alf
(1•) t
imes t
he m
inim
um
pil
e b
earin
g c
apacit
y.
When l
oadin
g t
ests
are r
equir
ed, th
e m
axim
um
test
load s
hall
sh
all b
e c
ertified
an
d e
lectro
des s
hall b
e a
pp
ro
ved
.
Weld
ing
sh
all
be d
on
e b
y t
he E
LE
CT
RIC
AR
C p
ro
cess.
Weld
ers
S
tate B
ridge E
ngineer.
s
pliced
, o
nly
, as a
pp
ro
ved
by
th
e D
irecto
r o
f S
tru
ctu
res,
Wh
en
feasib
le,
bearin
g p
iles s
hall
be d
riv
en
fu
ll l
en
gth
an
d b
e
t
est p
iles d
riv
en
ou
tsid
e t
he s
tru
ctu
ral l
im
its.
Th
e D
irecto
r o
f S
tru
ctu
res,
Sta
te B
rid
ge E
ng
ineer m
ay
au
tho
riz
e
E
LE
VA
TIO
N S
CH
ED
UL
E.
s
how
n i
n t
he R
EQ
UIR
ED
UL
TIM
AT
E P
IL
E B
EA
RIN
G C
AP
AC
IT
Y A
ND
TIP
Perm
anent
pil
es s
hall
be d
riv
en t
o a
n e
levati
on n
o h
igher t
han t
he e
levati
on
d
irected
by
th
e D
irecto
r o
f S
tru
ctu
res,
State B
rid
ge E
ng
in
eer.
e
levati
on s
how
n i
n t
he P
DA
TE
ST
PIL
E S
CH
ED
UL
E, unle
ss o
therw
ise
Rem
ain
ing t
est
pil
es a
ll b
e d
riv
en a
s a
conti
nuos o
perati
on, to
the t
ip
o
f t
he P
DA
In
dicato
r T
est P
ile i
s c
om
plete.
c
han
ge.
Th
erefo
re,
reco
mm
en
d o
rd
erin
g P
DA
Test
Pil
es a
fte
r a
naly
sis
I
ndicator T
est P
iles, the p
lan l
engths o
f t
he P
DA
Test P
iles m
ay
d
riving a
ny P
DA
Test P
iles. B
ased o
n t
he r
esults o
f t
he P
DA
d
riv
en
wit
h m
an
dato
ry
restr
ikes a
nd
PD
A r
esu
lts a
naly
zed
prio
r t
o
The P
DA
monit
ored I
ndic
ato
r T
est
Pil
es w
ill
be o
ut-
of-posit
ion p
iles
o
f t
he i
nd
icato
r P
DA
test
pil
e s
hall
be m
on
ito
red
usin
g P
DA
.
d
riv
en
co
nti
nu
ou
sly
usin
g a
n a
pp
ro
ved
im
pact
ham
mer.
Th
e f
ull
len
gth
s
how
n o
n t
he F
oundati
on P
lan. T
he i
ndic
ato
r P
DA
test
pil
e s
hall
be
The f
irst
PD
A t
est
pil
e d
riv
en s
hall
be a
n i
ndic
ato
r P
DA
test
pil
e a
s
P
DA
TE
ST
PIL
E S
CH
ED
UL
E a
nd
wil
l b
e p
aid
fo
r a
s t
est
pil
es o
nly
.
i
ndicator t
est p
ile o
r p
roduction p
ile a
t t
he l
ocation s
how
n i
n t
he
PD
A t
est
pil
es s
hall
be d
riv
en w
ith a
n a
pproved i
mpact
ham
mer a
s a
n
S
tate B
ridge E
ngineer.
a
lternative h
am
mer i
s a
pproved b
y t
he D
irector's
of S
tructures,
C
ontr
acto
r's
driv
abil
ity a
naly
sis
uti
lizin
g t
he C
ontr
acto
r's
sele
cte
d
t
han 5
5,0
00 f
t-lbs t
o t
he t
ip e
levations s
pecified u
nless t
he
Ste
el
HP
pil
es s
hall
be d
riv
en
wit
h a
max
imu
m r
ate
d e
nerg
y n
o l
ess
p
rotect P
DA
gages.
o
n e
ach s
ide o
f t
he p
ile i
n o
rder t
o p
roperly p
lace a
nd
s
hall
be l
arge e
nough t
o p
rovid
e a
min
imum
of 3
" o
f c
learance
Pil
e h
am
mer l
ead
s u
sed
fo
r a
ll P
DA
test
pil
es a
nd
PD
A r
estr
ikes
t
he L
RF
D r
esistance f
actor f
or P
DA
of 0
.65.
U
LT
IM
AT
E P
IL
E B
EA
RIN
G A
ND
TIP
EL
EV
AT
IO
N S
CH
ED
UL
E i
nclu
des
The r
equir
ed u
ltim
ate
pil
e b
earin
g s
how
n i
n t
he R
EQ
UIR
ED
r
esults o
f t
he P
DA
test p
iles.
Pil
e l
en
gth
s a
nd
driv
ing
crit
eria
sh
all
be p
ro
vid
ed
based
on t
he
o
therw
ise d
irected b
y t
he E
ngineer.
PD
A t
est p
iles s
hall r
eq
uire a
1 d
ay
an
d 7
day
restrik
e u
nless
capacity.
b
e o
ne a
nd
on
e h
alf
(1
•) t
imes t
he m
inim
um
pil
e b
earin
g
When l
oadin
g t
ests
are r
equir
ed, th
e m
axim
um
test
load s
hall
s
hall b
e c
ertified
an
d e
lectro
des s
hall b
e a
pp
ro
ved
.
Weld
ing
sh
all
be d
on
e b
y t
he E
LE
CT
RIC
AR
C p
ro
cess.
Weld
ers
S
tate B
rid
ge E
ng
in
eer.
s
pliced
, o
nly
, as a
pp
ro
ved
by
th
e D
irecto
r o
f S
tru
ctu
res,
Wh
en
feasib
le,
bearin
g p
iles s
hall
be d
riv
en
fu
ll l
en
gth
an
d b
e
d
eterm
in
ed
by
th
e s
co
ur l
in
e.
The t
ip e
levati
on o
f p
ilin
g, for h
ydrauli
c s
tructu
res, m
ay b
e
C
AP
AC
IT
Y A
ND
TIP
EL
EV
AT
IO
N S
CH
ED
UL
E.
t
he e
levati
on s
how
n i
n t
he R
EQ
UIR
ED
UL
TIM
AT
E P
IL
E B
EA
RIN
G
Perm
an
en
t p
iles s
hall
be d
riv
en
to
an
ele
vati
on
no
hig
her t
han
S
tru
ctu
res,
State B
rid
ge E
ng
in
eer.
P
IL
E S
CH
ED
UL
E, unle
ss o
therw
ise d
irecte
d b
y t
he D
irecto
r o
f
b
earin
g c
ap
acit
y a
nd
th
e t
ip e
lev
ati
on
s s
ho
wn
in
th
e P
DA
TE
ST
Test
pil
es s
hall
be d
riv
en a
s a
conti
nuous o
perati
on, to
the
t
est p
iles d
riv
en
ou
tsid
e t
he s
tru
ctu
ral l
im
its.
Th
e D
irecto
r o
f S
tru
ctu
res,
Sta
te B
rid
ge E
ng
ineer m
ay
au
tho
riz
e
as test p
iles o
nly
.
s
how
n i
n t
he P
DA
TE
ST
PIL
E S
CH
ED
UL
E a
nd w
ill
be p
aid
for
Test
pil
es s
hall
be d
riv
en
as p
erm
an
en
t p
iles a
t th
e l
ocati
on
85
75
65
65
75
VE
RT
IC
AL
CU
RV
E =
580 F
T.
to t
he R
eq
uir
ed
Ult
imate
Bearin
g.
Th
e L
RF
D L
oad
Resis
tan
ce F
acto
r o
f 0
.65
has b
een
ap
pli
ed
85
30" S
teel P
ipe P
ile •
"
30" S
teel P
ipe P
ile •
"
Each
1 1
HP
Ste
el
Pil
e
Pil
e,
PD
A T
est
Ste
el
Pip
e P
ile
Pil
e,
PD
A T
est
Cla
ss A
A
Concrete
,
Bri
dg
e
Cla
ss B
D
Concrete
,
Bri
dg
e
Ty
pe-IV
Beam
Prest.
Conc.
65 F
t.
Ty
pe-IV
Beam
Prest.
Conc.
11
0 F
t.
Lb
s.
Ste
el
Rail
ing
Co
ncrete
-
2550.0
2550.0
1 21
75,4
69
13,1
90
8,8
83
97,5
42
1 1
813-B
001, C
oncrete
-S
teel
Rail
ing.)
(N
ot
a s
ep
erate
pay
ite
m.
Pain
t an
d c
oati
ng
sh
all
be a
bso
rb
ed
un
der p
ay
ite
m
Specif
icati
ons. F
inal
top c
oat
shall
be g
loss b
lack.
sh
all
be c
lean
ed
an
d t
hen
pain
ted
wit
h o
ne s
ho
p c
oat
of i
no
rg
an
ic z
inc p
er t
he
to
p c
oat o
f a
rcy
lic l
ay
tex
per S
ectio
n 8
14
of t
he S
pecificatio
ns.
Bo
lt h
oles
of i
norganic
zin
c, one f
ield
inte
rm
edia
te c
oat
of a
rcyli
c l
ayte
x a
nd o
ne f
ield
Str
uctu
ral
ste
el
su
rfaces s
hall
be c
lean
ed
an
d t
hen
pain
ted
wit
h o
ne s
ho
p c
oat
*V
ER
TIC
AL
CL
EA
RA
NC
E N
OT
E:
ele
vati
on
wit
hin
th
e r
ail
ro
ad
rig
ht
of w
ay
.
of r
ail e
levation t
o t
he l
ow
est g
irder
cle
aran
ce a
s m
easu
red
fro
m t
he h
igh
est
top
Verti
cal
cle
arance s
how
n i
s t
he m
inim
um
N
OT
E:
NO
TE
:
CO
NS
TR
UC
TIO
N N
OT
E:
BR
IDG
E R
EM
OV
AL
NO
TE
:
(A
llo
w f
or a
min
imu
m o
f 3
0 d
ay
s f
or r
ev
iew
).
to t
he R
ail
roads a
nd m
ust
have t
he p
lans a
pproved p
rio
r t
o r
em
oval
Th
e c
on
tracto
r m
ust
su
bm
it e
xis
tin
g b
rid
ge d
eck
an
d r
ail
dem
oli
tio
n p
lan
s
that
all
min
imu
m c
learan
ce r
eq
uir
em
en
ts w
ill
be p
ro
vid
ed
.
of ?
SR
4 a
nd
? R
ail
ro
ad
s p
rio
r t
o b
eg
inn
ing
wo
rk
to
en
su
re
Th
e c
on
tracto
r s
hall
verif
y t
he s
tati
on
alo
ng
SR
4 a
t th
e i
nte
rsecti
on
beg
inn
ing
co
nstr
ucti
on
.
of r
ail s
hall b
e v
erified p
rior t
o
The e
levati
on o
f t
he e
xis
ting t
op
NO
TE
:N
OT
E: M
P 5
28.3
5
DO
T N
o.
66
72
4P
exis
ting E
ast
rail
road t
rack b
elo
w:
on
th
e N
orth
an
d S
ou
th
sid
e o
f t
he s
tru
ctu
re n
ear t
he c
en
ter l
in
e o
f t
he
bla
ck
lett
erin
g a
nd
nu
mb
erin
g o
n a
wh
ite b
ack
gro
un
d i
n a
co
nsp
icu
ou
s l
ocati
on
Th
e C
on
tracto
r t
o a
pp
ly t
he f
oll
ow
ing
in
fo
rm
ati
on
, u
sin
g s
ev
en
(7
) i
nch
hig
h
NO
TE
:N
OT
E: 2
1'-
6" V
ertical f
ro
m t
he t
op
of r
ail t
rack
15
'-0
" H
oriz
on
tal
fro
m t
he c
en
terli
ne o
f t
rack
str
uctu
res s
hall
be a
s f
oll
ow
s b
elo
w:
Min
imu
m c
on
str
ucti
on
cle
aran
ces f
or f
als
ew
ork
an
d a
ny
oth
er t
em
po
rary
EL
EV
AT
ION
WIT
H P
RO
FIL
E A
LO
NG
? A
PP
RO
AC
H R
OA
DW
AY
EL
EV
AT
ION
WIT
H P
RO
FIL
E A
LO
NG
? A
PP
RO
AC
H R
OA
DW
AY
Scale: 1
"=
20'-
0"
1'-
1•"
12
34
F.G. 620.5912
Sta. 116+97.58
Sta. 116+31.45
Begin Bridge
F.G. 619.8004
F.G. 619.2692
EL
. 5
89
.26
Vert. Cl.
Excavate
Excavate
EL
. 6
02
.0
pav
ing
Conc. slo
pe
3:1
(ty
p.)
fo
oti
ng
s
Exist.
gro
und
Natu
ral
lin
es
? r
ail
way
end b
ent
Exist.
pav
ing
Co
nc.
slo
pe
Vert. Cl.
*25.29'
25.59'
F.G. 620.3499
Sta. 118+07.58
Sta. 118+73.70
End Bridge
1 @
24
0'-
0" (
65
'-0
",
11
0'-
0",
65
'-0
") p
restressed
co
ncrete b
eam
sp
an
1'-
1•"
Lig
hti
ng
brack
et
Lig
hti
ng
brack
et
Sta. 116+87.58
Sta. 118+17.58
sh
eet n
um
bers 8
00
8-8
01
6.
(C
onti
nuous f
or l
ive l
oad o
nly
) P
er d
eta
ils o
n
of w
ay
Rail
road r
ight
of w
ay
Rail
road r
ight
18
- H
P 1
4x
89
piles
sheets n
o. 8005 &
8006.
1 &
4 p
er d
etails o
n
Ste
el
pil
e e
nd
ben
ts n
o.
EL
. 6
30
EL
. 6
20
EL
. 6
10
EL
. 6
00
EL
. 5
90
EL
. 6
30
EL
. 6
20
EL
. 6
10
EL
. 6
00
EL
. 5
90
20'-
0"
37.1
2'<
15
.0
0'
47.2
0'<
drain
age f
low
on t
he r
ail
road r
ight
of w
ay.
brid
ge w
ill
no
t ch
an
ge t
he c
haracte
ris
tics o
f t
he
NO
TE
: O
mit
drain
ho
les t
his
sp
an
. T
he p
ro
po
sed
10
'-0
" f
en
cin
g p
er d
etails o
n s
heet n
o.
80
04
7 ~
30" d
iam
. steel p
ipe p
iles
per d
etails o
n s
heet n
o. 8
007
Steel p
ip
e p
ile b
en
ts N
o.
2 &
3
Tota
l le
ngth
of b
rid
ge =
242'-
3" ? f
utu
re t
rack
64'-
0•"
110'-
0"
64'-
0•"
EL
. 5
87
.35
23'-
0"
27'-
0"
? a
ccess
ro
ad
Jo
sh
Wil
tsh
ire
Spencer
Yate
s
1
1
1
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
00:00DGNFILENAME AMPM
9/11/19SEY Removed Test Pile
8003
CO
UN
TY
:
PR
OJE
CT
NU
MB
ER
:
BRIDGE DIVISION
FM
S:
DE
SIG
NE
R
DE
TA
ILE
R
DIR
EC
TO
R O
F S
TR
UC
TU
RE
S,
ST
AT
E B
RID
GE
EN
GIN
EE
R -
JU
ST
IN W
AL
KE
R,
P.E
.
CH
EC
KE
R
ISS
UE
DA
TE
DE
P. D
IR. O
F S
TR
UC
TU
RE
S, A
SS
T. S
TA
TE
BR
IDG
E E
NG
INE
ER
- S
CO
TT
WE
ST
ER
FIE
LD
, P
.E.
BIR
MIN
GH
AM
SU
BD
IVIS
ION
RR
MP
52
8.3
5
OV
ER
PA
SS
AT
ST
A.
11
6+
31
.45
SR
4 A
CR
OS
S B
NS
F R
AIL
WA
Y &
1 O
F 1
4
MS
CE
NT
RA
L R
AIL
RO
AD
CO
.
LA
YO
UT
- E
XH
IB
IT
"B
-1
"
Jo
sh
Wil
tsh
ire
1
Op
en
jo
int
at
en
d b
en
ts
7"
5"
4"
4"
6"
1'-
1"
1'-
3"
1'-
2"
1'-
0"
Saw
cu
t r
ail j
oin
t
(ty
p.)
5'-
6" m
ax
1.5
H
1 V
1'-
2"
1'-
0"
1'-6"
Varies
ƒ" T
hic
k1•"
6"
3" 3"3"
1•"
3"
Po
st
(T
yp.)
‚"
ƒ" $
Anchor B
olt
s
? B
olt
Ho
les
? P
ost &
Base P
late
BA
SE
PL
AT
E D
ET
AIL
S
‡"x 1
•" S
lot F
or
9"
DE
TA
IL
"A
"
Post
„" T
hic
k N
eo
pren
e P
ad
2-ƒ"$ A
nchor B
olt
s
9"x6"xƒ" B
ase P
late
6" Embedment
(Min.)
2•"$ x
Š" P
ost
GE
NE
RA
L N
OT
ES
:
All
Ste
el
Pla
tes S
hall
Conform
To A
AS
HT
O S
pecif
icati
ons A
709 G
rade 5
0 U
nle
ss O
therw
ise N
ote
d.
The F
abric
ato
r S
hall
Ensure T
hat
The S
teel
Rail
Has N
o S
harp E
dges O
r P
rotr
usio
ns.
A
NS
I/A
AS
HT
O/A
WS
D1.5
BR
ID
GE
WE
LD
IN
G C
OD
E.
All
Weld
ing S
hall
Be D
one B
y T
he E
lectr
ic A
rc P
rocess A
nd S
hall
Conform
To T
he
Cham
fer A
ll C
oncrete
Edges ƒ
" U
nle
ss O
therw
ise N
ote
d.
All
Dim
ensio
ns A
re M
easured A
long ?
Rail
.
All
Ste
el
Tu
bin
g S
hall
Co
nfo
rm
to
A.S
.T.M
. S
pecif
icati
on
s A
50
0 G
rad
e B
.
Nuts
Shall
Be T
apped O
versiz
e T
he M
inim
um
Am
ount
Requir
ed F
or P
roper A
ssem
bly
.
A
nch
orag
e H
ard
ware S
hall
Be I
n A
cco
rd
an
ce W
ith
A.S
.T.M
. D
esig
nati
on
A1
53
.
S
hall
Be I
n A
ccordance W
ith A
.S.T
.M. D
esig
nati
on F
436. G
alv
aniz
ing F
or
A
nch
or B
olt
s S
hall
Be I
n A
cco
rd
an
ce W
ith
A.S
.T.M
. D
esig
nati
on
A5
63
. W
ash
ers
An
ch
or B
olt
s S
hall
Be F
ab
ric
ate
d F
ro
m A
.S.T
.M.
Desig
nati
on
A3
6 S
teel.
Nu
ts F
or
B
y T
he D
irecto
r O
f S
tructu
res,
Sta
te B
rid
ge E
ngin
eer.
B
rid
ge E
ngin
eer. N
o F
abric
ati
on S
hall
Begin
Unti
l A
ll S
ubm
itta
ls H
ave B
een A
uth
oriz
ed
W
ires A
nd
Flu
x W
hic
h H
av
e B
een
Ap
pro
ved
By
Th
e D
irecto
r O
f S
tru
ctu
res,
Sta
te
P
rocedures A
nd A
Procedure F
or S
torage A
nd H
andli
ng O
f W
eld
ing E
lectr
odes,
Prio
r T
o A
ny
Fab
ric
ati
on
, T
he F
ab
ric
ato
r S
hall
Hav
e S
ho
p D
raw
ing
s,
Weld
ing
D
irecto
r O
f S
tru
ctu
res,
Sta
te B
rid
ge E
ng
ineer T
hro
ug
h T
he S
ho
p I
nsp
ecto
r.
Certi
fic
ati
on F
or A
ll W
eld
ers T
o B
e U
sed O
n T
his
Proje
ct
Shall
Be S
ubm
itte
d T
o T
he
W
ate
r S
hall
Be P
rovid
ed W
ith A
…"$ D
rain
Hole
.
All
Areas O
f T
he P
edestr
ian B
arrie
r R
ail
Fabric
ati
on W
hic
h C
an R
eta
in
1'-6"3"
4"3"
2•" $
po
st
•"x
•" p
ick
ets (
ty
p.)
•"x•" l
ow
er r
ail
•"x•" u
pper r
ail
s
Spears
10'-0" (over 110' span, typ.)
2'-6" typ.
1'-
3"
1'-
1"
1'-
2"
11"
1'-
0"
9"
ato
p h
ead w
all
Ty
p.
co
ncret
po
st
alo
ng s
pan
Typ c
oncrete
post
Varies
2•"
Saw
cu
t r
ail j
oin
t
3"
4"
wid
e c
ircles
(ty
p.)
4"O
.D.
x 3
"I.D
. x
•"
9"
11"
9"
301000
105333
BR
-0060-0
3(0
20)
BR
-00
60
-03
(02
0)
MA
RS
HA
LL
NO
TE
:
see s
heet n
o.
80
16
.
For r
ein
forcem
ent
and o
ther d
eta
ils
2018-0
2-0
5
mechanic
al
anchorin
g s
yste
m
usin
g a
n a
pp
ro
ved
ad
hesiv
e o
r
Dril
l and i
nsta
ll a
nchor b
olt
s
PA
IN
T N
OT
E:
All
Concrete
Used I
n T
he P
edestr
ian R
ail
Shall
Be C
lass "
BD
".
813-B
001, C
oncrete
-S
teel
Rail
ing.)
(N
ot
a s
ep
erate
pay
ite
m.
Pain
t an
d c
oati
ng
sh
all
be a
bso
rb
ed
un
der p
ay
ite
m
Specif
icati
ons. F
inal
top c
oat
shall
be g
loss b
lack.
sh
all
be c
lean
ed
an
d t
hen
pain
ted
wit
h o
ne s
ho
p c
oat
of i
no
rg
an
ic z
inc p
er t
he
to
p c
oat o
f a
rcy
lic l
ay
tex
per S
ectio
n 8
14
of t
he S
pecificatio
ns.
Bo
lt h
oles
of i
norganic
zin
c, one f
ield
inte
rm
edia
te c
oat
of a
rcyli
c l
ayte
x a
nd o
ne f
ield
Str
uctu
ral
ste
el
su
rfaces s
hall
be c
lean
ed
an
d t
hen
pain
ted
wit
h o
ne s
ho
p c
oat
Jo
sh
Wil
tsh
ire
Spencer
Yate
s
SH
OP
DR
AW
ING
NO
TE
:
1
1
the D
irecto
r o
f S
tructu
res, S
tate
Brid
ge E
ngin
eer, for r
evie
w a
nd a
pproval.
Prio
r t
o f
abric
ati
on, pedestr
ian r
ail
shop d
raw
ings s
hall
be s
ubm
itte
d t
o
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
00:00DGNFILENAME AMPM
9/11/19JLW Added Note
8011
CO
UN
TY
:
PR
OJE
CT
NU
MB
ER
:
BRIDGE DIVISION
FM
S:
DE
SIG
NE
R
DE
TA
ILE
R
DIR
EC
TO
R O
F S
TR
UC
TU
RE
S,
ST
AT
E B
RID
GE
EN
GIN
EE
R -
JU
ST
IN W
AL
KE
R,
P.E
.
CH
EC
KE
R
ISS
UE
DA
TE
DE
P. D
IR. O
F S
TR
UC
TU
RE
S, A
SS
T. S
TA
TE
BR
IDG
E E
NG
INE
ER
- S
CO
TT
WE
ST
ER
FIE
LD
, P
.E.
OV
ER
PA
SS
AT
ST
A. 116+
31.4
5
EX
HIB
IT
- "
B-1"
BIR
MIN
GH
AM
SU
BD
IV.
RR
MP
52
8.3
5
PE
DE
ST
RIA
N R
AIL
DE
TA
ILS 9 O
F 1
4
Jo
sh
Wil
tsh
ire