plan of pier cap anchor bolt layout ccbbaaddhh pier 5 elevation

100 Pages·2017·29.23 MB·English

77’-4(cid:130)" ~ Girder
3’-4(cid:131)" 6 Girder Spaces at 8’-11"(+) = 53’-6(cid:130)" (along ~ brg.) 2 Girder Spaces at 8’-4(cid:132)" = 16’-8(cid:130)" 3’-9" 1’-2(cid:131)" 1’-2(cid:131)"
15(cid:176)30’00" (along ~ brg.) " ~ Brg.

4’-3(cid:129)" 10’-2(cid:135)" 12’-0" Crown of Roadway (~S Bparng .6 P)ier 5 4(cid:132) (PSipera n5 5
P.G. E.B. I-74 " " or 6)
N ~ Girder 1 ~ Girder 2 ~ Girder 3 ~ Girder 4 ~ Girder 5 ~ Girder 6 ~ Girder 7 ~ Girder 8 ~ Girder 9 1’-5(cid:133) 9" 4(cid:132)
’-
2 "
6
9" ’-
’- 5
" 2 ANCHOR BOLT LAYOUT
~ I-74 ~ Brg. Pier 5 ~ Girder 8 ~ Girder 9 1’-5(cid:133)
11’-0(cid:129)" Sta. 38+59.88 ~ Pie r (Span 5)
2’-7(cid:130)" 8 Girder Spaces at 8’-11"(+) = 71’-4(cid:130)" (along ~ brg.) 3’-4(cid:131)"
7’-5(cid:134)" 7 Spaces at 8’-11" = 62’-5" 7’-5(cid:134)" Pier steps PILE DATA - PIER 5
Type: HP14x89 with pile shoes
PLAN OF PIER CAP Nominal Required Bearing: 848 kips
Factored Resistance Available: 551 kips
Est. Length: 18 feet
See "Lighting plans
No. Production Piles: 27
6E 0le0v.0. 4 2(cid:132)" 6E 0le0v.2. 2 2" 6E 0le0v.3. 9 "(cid:131) 6E 0le0v.4. 5 1(cid:135)" 6E 0le0v.2. 9 1(cid:135)" 6E 0le0Hv.1.3 1(cid:135)" 5E 9le9v.9. 7 1(cid:135)" 5E 9le9v.8. 1 1(cid:131)" Jun5Ec 9tlie9ov.n6. 6Box6" min. ifatonerdm d dse.ettaaiillss "a nsdh epeatys, No. Test Piles: 1 ation.dgn
v
" e
4’-4(cid:135) 3’-6" Cojnositnrutc, ttiyopn . ~ Pier 1" PVC Embedded Conduit. 3’-6" 4’-0" and El

n
a
BEotlteovm. 5 o9f5 c.6a6p H D 1’-10(cid:135)" 5 Pl
D 3" (typ.) ier
(typ.) -P
112
-
B
A
" 0
8 0
’- 6’-11(cid:129)" 31’-8(cid:134)" 31’-8(cid:134)" 6’-11(cid:129)" -C
19 8" 178
C C 17’- R40’-7"R43’-5" 81-0
0
\
7
B B 6
4
6’-0(cid:133)" 6’-0(cid:133)" 02
Construction s
m
joint, typ. d
A A e\
0" 0" let
3’- 2’- _de
t
o
n
_
o
Bottom of footing \d
Elev. 573.00 k
75’-6" r
o
w
_
e
is
w
p
PIER 5 ELEVATION :\
c
(Looking South)
NOTES:
1. See sheet S113 for reinforcing details. AM
2. See sheet S121 for pier notes. 4
3. See sheet S122 for bar list and bill of material. :3
5
4. See sheet S120 For sections A-A, B-B, C-C, D-D, & H-H. 11:5
Alfred Benesch & Company
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-112-Pier 5 Plan and Elevation.dgn USER NAME = ksnider DESIGNED - AWH REVISED - PIER 5 PLAN AND ELEVATION FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0108 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 1 2 OF S138 SHEE TS ILLINOISFED. AID PROJECT
1’-0" 1’-0"
2’-2(cid:132)" 24-#6 s157(E) bars at 12" cts. (in pairs) 61-#6 s157(E) bars at 5" cts. (in pairs) 24-#6 s157(E) bars at 12" cts. (in pairs) 2’-2(cid:132)"
88-#5 s151(E) bars spaced with s151(E) bars
5’-6"
5-#5 p178(E) Detail 1 ~ Pier
8x3-#10 p170(E) H
" ) "
(E
4’-4(cid:135) h170(E) 10’-10" 12’-4" u152 3" 4’-4(cid:135)
s )
8-#10 p173) H 8#10 p173(E) D D #5 h170 bar " (Each Face 2"8" 78"" 1’-0" cts. 3(E) bars pairs)
t150(E) (1e-a#c9h w s1id7e0)(E) w170(E) (1e-a#c9h w s1id7e0)(E) CBA CBA D3x3-etaat 81’-8"il embed.2 wt115700((EE)) 5’-2" Min. lap 2t"y pc.l. 2-#5 s152(E), 2-#5 s153(E) at (3 Locations, in pairs) 20-#5 s152(E) and 20-#5 s15 at 1’-0" cts. (3 Locations, in 1’-8" 19’-8" ils.dgn
ww117730((EE)) 3’-0" t151(E) 3’-0" Deta
t
t151(E) ~ Column w173(E) ~ Column w173(E) ~ Column 3" 1’-0" w173(E) 12 3" cl. rcemen
o
75’-6" f
3 10’-0" in
e
R
PIER ELEVATION END VIEW 5

(Looking South) ier
P
-
MINIMUM BAR LAP 113
p170(E) -
#5 bar 3’-8" B
A
p #9 bar 9’-8" 0
11x2-#9 w170(E) bars at 12"(-) cts. To N3"3" 9(cid:129)" 8-#8 t151(E)( 7b Tarhsu ast) 5" cts. B1oxt3t-.#9 w173(E7)6 B-#o6t tt.150(E) bars at 1’-0" c9ts(cid:129)". Top 8-#8 t151((E6) T bhaurss) at 9" Bott. 32"E-1’-6"#a8ch t 1E5n1d( E(B) obtat.r)s h170(E) 2’-9" Projection (1e-a#c5h u e1n5d3)(E) 7-#5 u152(E) bars (each end) e\dms02467\081-0178-C0
0" s157(E) et
’- el
~ Pier 5 d
& footing 7’-0" ’-0" 10’-0" p173(E) 11-7#--#7#7 7v v 1v1616261(0(EE()E) ( )(E E(a6ac cLhh of fcaaaccteei)o) (n(6s6 ) LLooccaattiioonnss))k\do_not_
5 1-#7 v163(E) (Each face) (6 Locations) or
w
_
9 w173(E) " cts. (Bott.) 1’3"-6" 4’-6" 4~’- C6o"lumn 3 Spaces at 16x’-31-#09" =w 12703’(-E6") Bott. 4~’ C-6o"lumn 4’-6" 4’-6" 3 Spaces at 6’-10" = 20’-6" ~ Col4u’m-6n" 4’-6" 11’-6"’-6" DETAIL 711--##77 v v116654((EE)) ( (6E Lacohc aftaicoen)s )(6 Locations) c:\pwise
12x3-# rs at 6 37’-9" 37’-9" Pile Spacing AM
ba 75’-6" :40
FOOTING PLAN 22-#7 n155(E) 1. FNoOr sTeEctSio:ns A-A, B-B, C-C, 11:55
s152(E) and s153(E) (6 Locations)
D-D, & H-H see sheet S120.
Alfred Benesch & Company 2. See sheet S121 for pier notes.
205 North Michigan Avenue, Suite 2400 3. See sheets S8 and S9 for
Chicago, Illinois 60601 DETAIL 2 footing and pile layout.
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-113-Pier 5 Reinforcement Details.dgn USER NAME = ksnider DESIGNED - AWH REVISED - PIER 5 REINFORCEMENT DETAILS FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0208 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 1 3 OF S138 SHEE TS ILLINOISFED. AID PROJECT
73’-5(cid:131)" Pier 6
70’-8" Pier 7
N
3’-0" 6 Girder Spaces at 8’-11" = 53’-6" 2 Spa. at 6’-11(cid:135)" = 13’-11(cid:131)" 3’-0" Pier 6
15(cid:176)30’01" 2 Spa. at 5’-7" = 11’-2" Pier 7
" ~ Girder
3’-10(cid:131)" 10’-7(cid:134)" 12’-0" Crown of Roadway 1’-1(cid:133) 10"1’-3(cid:129)" "
P.G. E.B. I-74 6(cid:133) ~ Brg. Pier
~ Girder 1 ~ Girder 2 ~ Girder 3 ~ Girder 4 ~ Girder 5 ~ Girder 6 ~ Girder 7 ~ Girder 8 ~ Girder 9
"
4
’- 8" "
"2 ’-
~ I-74 2’-4 4 6(cid:133) 1’-3(cid:129)" 10" 1’-1(cid:133)"
~ Brg. Pier
Sta. L ANCHOR BOLT LAYOUT
7’-5(cid:129)" 5 Spaces at 8’-11" = 44’-7" 7’-11(cid:129)" 6’-11(cid:131)" 6’-6" Pier 6 Steps
7’-3" 5’-7" 5’-9(cid:129)" Pier 7 Steps
PLAN OF PIER CAP
Junction Box See "Lighting plans n
Pier 6 Pier 7 E lev. GA1 E lev. G2B E lev. G3 C E lev. G4 D E lev. G5 E E lev. GG6 F E lev. G7 G E lHev. G8 E le6"v. Gmin.9 ifatonerdm d dse.ettaaiillss "a nsdh epeatys, tion.dg
a
" v
4’-4" 4’-3(cid:133) 3’-6" Cojnositnrutc, ttiyopn . ~ Pier 1" PVC Embedded Conduit. 3’-6" Pier 6 Pier 7 PILE DATA - PIER 6 and Ele

Type: HP14x89 with pile shoes an
Bottom of cap G D Nominal Required Bearing: 848 kips Pl
Elev. J 3" Factored Resistance Available: 551 kips 7

D (typ.) Est. Length: 24 feet d
n
" " 1’(t-y1p0.)(cid:135)" 17’-8" NNoo.. PTreosdt uPcitlieosn: P 1iles: 27 iers 6 a
18’-6(cid:131) 19’-5(cid:135) TPyIpLe:E H DP1A4xT7A3 w -i tPh IpEilRe s h7oes -114-P
B
6’-11(cid:129)" 29’-9(cid:133)" 29’-9(cid:133)" C 6C’-11(cid:129)" Pier 6 R40’-7" FNaocmtoinreadl RReeqsuisirtaend cBee Aarvinagil:a b6l9e5: k4i5p2s kips C00A
66’’ --12(cid:129)"(cid:134)" PPiieerr 67 28’-4(cid:129)" Construction 28’-4(cid:129)" Pier 6 B B 6’P-i2er(cid:134)" 7 R43’-5" NNEsoot... PTLreeosndtg uPtchitli:eo s n1: 8P 1 ifleese:t 27 81-0178-
joint, typ. Pier 7 6’-1(cid:129)" \0
7
0" 0" A A " " 46
3’- 3’- 10(cid:131) 1’-9(cid:135) ms02
d
\
Bottom of footing ete
Elev. K l
e
72’-0" Pier 6 _d
t
69’-0" Pier 7 o
n
_
o
d
\
k
r
o
w
_
e
is
w
p
PIERS 6 & 7 ELEVATION :\
c
(Looking South)
NOTES:
PIER A B C D E F G H J K L G1 G2 G3 G4 G5 G6 G7 G8 G9 1. See sheet S115 for reinforcing details. AM
Pier 6 2(cid:130)" 2" (cid:131)" 2" 1(cid:135)" 2" 1(cid:134)" 1(cid:129)" 596.56 575.00 40+44.88 600.89 601.08 601.25 601.31 601.14 600.98 600.81 600.68 600.56 32.. SSeeee sshheeeett SS112231 ffoorr bpaier rl insot taensd. bill of material. :45
Pier 7 2(cid:132)" 2" (cid:131)" 1(cid:135)" 1(cid:135)" 2" 1(cid:133)" 1(cid:132)" 597.49 575.00 42+34.88 601.77 601.95 602.12 602.18 602.02 601.86 601.69 601.58 601.49 5
4. See sheet S120 For sections A-A, B-B, C-C, D-D, & G-G. 11:5
Alfred Benesch & Company
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-114-Piers 6 and 7 Plan and Elevation.dgUnSER NAME = ksnider DESIGNED - AWH REVISED - PIERS 6 AND 7 PLAN AND ELEVATION FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0308 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 1 4 OF S138 SHEE TS ILLINOISFED. AID PROJECT
4’-8"
6 7

2’-8(cid:135)" 103-#6 s156(E) bars (in pairs) and 103-#6 s159(E) bars at 8" cts. 2’-8(cid:135)" Pier 6 ~ Pier ier ier
2’-10" 66-#6 s156(E) bars (in pairs) and 66-#6 s159(E) bars at 1’-0" cts. Pier 7 P P
2’-10"
456-7#-5# 5s 1s5105(0E(E) )b abrasr sa ta 1t ’8-"0 "c tcst.s (. P(Pieire r6 )7) u150(E) 3" 4’-4" 4’-3(cid:133)"
88xx33--##1100 pp117712((EE)) ((PPiieerr 67)) 5x2-#5 p177(E) G Detail 1 2" 3" ts.
3" c
7" "
0
h171(E) or h172(E) 10’-10" 12’-4" 1’-
ww117714((ttE1E15))5 1 o0o(r(rE E ww))117725((EE)) ~ Colum11xxn22--##9911 00wwxx112277--12##((11EE00)) pp ((1e1ea77ac5c4hh(( EEw ss)i)1id d((7ePPe4))ii( ee(E(PrrP) i 76ieoe))rrr w67)1)75(E) ~ Column w1w7147(E1()E o)r owr 1w7157(E2()E) G ~ CoDCBAlumn D CBA De3"t1’-8"ail embed.1’-0"2 3’-0"3x3-#5 h171 bars at 8" (E.F.) (Pier 6) 3x3-#5 h172 bars at 8" (E.F.) (Pier 7) PPPPIiiIEeeErrRRw 76w1 1D7741A(E(ET2)1N )o09 Aorr w wtTt1111D755A750o12(n((wnB(EEE1E1e))5)L5)l2 1BEar35’-2"12Min. lap 10’-0" 23" cl.t"y pc.l. 2-#5 s152(E), 2-#5 s153(E) at 1’-0" cts. (3 Locations, in pairs) N-#5 s152(E) and N-#5 s153(E) bars at (3 Locations, in pairs) 1’-8" 18’-6(cid:131)"3’-0" 19’-5(cid:135)"3’-0" nd 7 Reinforcement Details.dgn
72’-0" (Pier 6) a
69’-0" (Pier 7) END VIEW 6
s
PIER ELEVATION ier
P
(Looking South) p171(E) or p172(E) 115-
-
B
3" 73-#6 t150(E) bars at 1’-0" cts. Top (Pier 6) 3" A
0
70-#6 t150(E) bars at 1’-0" cts. Top (Pier 7) 0
2-#8 t151(E) bars C
(Pier 6) (Pier 7) (Pier 6) (Pier 7) 3" 8" 8-#8 t151(E)( 7b Tarhsu ast) 5" cts. Bo11ttxx.33--##&~99 P fwwoioe11tr77in54g((EE)) BBootttt.. ((PPiieerr 76)) 99(cid:130)"(cid:130)" 77--##88 tt115511((EE)) bbaarrss aatt 190"" BBootttt.. ((66 TThhuuss)) ((PPiieerr 76)) E1’-6"7’-0"ach En5’-0"0"d (B10’-0"ott.) N p174(E) or ph117751(E(E)) or h172(E) 7s-1#576 v(E12’-9"5)0Projection(E(1)e- a#(6c5h Lu e1on5cda1)t(iEo)ns) 7-#5 u150(E) bars (each end) elete\dms02467\081-0178-
tt.) tt.) 5’- 1-#7 v151(E) (Each face) (6 Locations)ot_d
) bars at 12"(-) cts. (Top) ) bars at 12"(-) cts. (Top) w174(E) bars at 6" cts. (Bo w175(E) bars at 6" cts. (Bo 3" 144’’-’-6-33"" 44’’--~33 C""olumn 33 SSppa11acxxcee33ss--33## aa4699tt ’’ ww--6606’’11""--770654(cid:129)"(cid:129)"(( EE==)) 1 1BB89oo’’t-t-tt17.. (cid:129)"(cid:129)"((PPiieerr 76)) ~44 ’’C--o33l""u76m29’’n--0044""’’ --((33PP""iieerr 76))44’’--33"" 33 SSppaacceess aatt 66’’--06(cid:129)"(cid:129)"33 46==’’ --110689""’’--17(cid:129)"(cid:129)" ~ Colu44m’’n--33"" 441’’’---336""" ((PPPPiiilil1’-6"eeeer r SS 76pp))cc.. ((PPiieerr 76)) Dvv11E56xxT ssAee7rr1Ii-i1e-#eL1#-ss7#- 7 #s7f1v h7vo 1vo 1r5v1 w5P5154(5ni3(Ee2 E(fr)E(o ) E7( )r(6 ). E( P E (LaSiEaecoeacrhcec h a6 hf tBaf. i afco aacUenrce)s se )L)(e )6(i 6(s L6 tL. oLococacatiatoitoinonsns))s) c:\pwise_work\do_n
9 w171(E 9 w172(E 12x3-#9 12x3-#9 FOOTING PLAN NOTES: 5:50 AM
11x2-# 11x2-# MINI##M95U bbMaarr 93B’’A--88R"" LAP s152(E) and s153(E) 22-#7 (n6x Lxxo(cEat)i o(snese) table) 2 1 .. D SF-eoDer , s s&heec eGtito -SGn1s 2sAe1e- fA os,hr Bepe-iteB rS, n1Co2-t0Ce.s,. 11:5
Alfred Benesch & Company 3. See sheets S8 and S9 for
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601 DETAIL 2 footing and pile layout.
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-115-Piers 6 and 7 Reinforcement DetailsU.dSgnER NAME = ksnider DESIGNED - AWH REVISED - PIERS 6 AND 7 REINFORCEMENT DETAILS FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0408 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 1 5 OF S138 SHEE TS ILLINOISFED. AID PROJECT
68’-11(cid:129)"
2’-7(cid:130)"
~ Girder
~ Girder
3’-4(cid:135)" 5 Girder Spaces at 8’-11"(+) = 44’-7(cid:132)" 2 Girder Spaces at 9’-2(cid:132)" = 18’-4(cid:130)" Measured along ~ Brg.
15(cid:176)30’00" Pier 8, Span 9 " 1’-0(cid:131)" 1’-0(cid:131)"
11(cid:131)" 11(cid:131)"
12’-0" Crown of Roadway ~ Brg. Pier 8 3(cid:130) P~ iBerr g8.
4’-3(cid:129)" 10’-2(cid:135)" P.G. E.B. I-74 (Span 9) " " (Span 8) " " ~ Brg.
N ~ Girder 8 ~ Girder 9 ~ Girder 10 ~ Girder 11 ~ Girder 12 ~ Girder 13 ~ Girder 14 ~ Girder 15 1’-5(cid:133) 9" 3(cid:130) 3(cid:129) 3(cid:129) (PSipear n8 9 )
’-
2 " ANCHOR BOLT LAYOUT ANCHOR BOLT LAYOUT
6
’-9" 5’- Pier 8 (Span 8) Pier 8 (Span 9)
" 2
~ I-74 ~ Pie r ~ Gir1d1e’r- 01(cid:129)" ~ GirdSerta 2. 43+51.88 ~ Girder 3 ~ Girder 4 ~ Girder 5 ~ B r~g G. Pirideerr 86 ~ Girder 7 ~ Girder 8 ~ Girder 9 1’-5(cid:133)
(Span 8)
2’-7(cid:130)" 6 Girder Spaces at 8’-11" = 53’-6" 4’-8(cid:131)" 4’-8(cid:131)" 3’-4(cid:131)" Measured along ~ Brg.
Pier 8, Span 8
7’-5(cid:129)" 8’-11" 17’-10" 2 Spaces at 8’-11" = 17’-10" 11’-2(cid:132)" 5’-8(cid:135)" Pier steps PILE DATA - PIER 8
Type: HP14x73 with pile shoes
PLAN OF PIER CAP Nominal Required Bearing: 695 kips
Factored Resistance Available: 452 kips
Est. Length: 20 feet
No. Production Piles: 27
6E 0le2v.5.2 2(cid:132)" 6E 0le2v.7. 0 2(cid:132)" 6E 0le2v.8. 8 " (cid:131) 6E 0le2v.9. 4 2" 6E 0le2v.7.H 7 1(cid:135)" 6E 0le2v.6. 1 2(cid:133)" 6E 0le2v.4. 1 1(cid:129)" J unct6E io0len2v .B2. o8x6" min. ifaStoneerdem d "dseL.etitagaihillsts i"an ngsd hp elpaeantyss, No. Test Piles: 1 ation.dgn
v
4’-2(cid:135)" 3’-6" Cojnositnrutc, ttiyopn . ~ Pier 1" PVC Embedded Conduit. 3’-6" 4’-0" and Ele

n
a
BEoltetovm. 5 o9f8 c.2a8p H D 1’-10(cid:135)" 8 Pl
D 3" (typ.) ier
(typ.) -P
116
-
" B
A
0
3(cid:133) 0
18’- 6’-11(cid:129)" 27’-6(cid:130)" 27’-6(cid:130)" 6’-11(cid:129)" 8-C
8" 17
C C 17’- R40’-7"R43’-5" 81-0
0
\
7
B B 6
5’-11(cid:131)" Cojnositnrutc, ttiyopn . 5’-11(cid:131)" s024
m
d
" \
A A 3’-0 7(cid:133)" elete
d
_
t
o
Bottom of footing _n
Elev. 577.00 do
\
k
67’-0" r
o
w
_
e
is
w
p
PIER 8 ELEVATION :\
c
(Looking South)
M
A

4
:5
5
NOTES: 11:5
1. See sheet S117 for reinforcing details.
2. See sheet S121 for pier notes.
Alfred Benesch & Company 3. See sheet S123 for bar list and bill of material.
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601 4. See sheet S120 for sections A-A, B-B, C-C, D-D, & H-H.
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-116-Pier 8 Plan and Elevation.dgn USER NAME = ksnider DESIGNED - AWH REVISED - PIER 8 PLAN AND ELEVATION FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0508 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 1 6 OF S138 SHEE TS ILLINOISFED. AID PROJECT
2’-5(cid:131)" 65-#6 s157(E) bars at 12" cts. (in pairs) 2’-5(cid:131)"
36-#5 s151(E) bars at 12" cts.
5’-6"
5-#5 p182(E) Detail 1 ~ Pier
8x3-#10 p180(E) H
" ) "
(E
4’-2(cid:135) h180(E) 10’-10" 12’-4" u152 3" 4’-2(cid:135)
t150(E) (1exa2c-h# 9s iwde1)80(E)8x2-#10 p181(E) w180(E) H CDBA D CBA 3x2-#5 h180 barsDat 8" (Each Face)1’-8"etaembed.il 2 wt115800((EE)) 2"5’-2"8"Min. lap 78"" 2t"y pc.l. 2-#5 s152(E), 2-#5 s153(E) at 1’-0" cts. (3 Locations, in pairs) 19-#5 s152(E) and 19-#5 s153(E) bars at 1’-0" cts. (3 Locations, in pairs) 1’-8" 18’-3(cid:133)" .dgn
ww118801((EE)) 3’-0" t151(E) 3’-0" etails
t151(E) ~ Column w181(E) ~ Column w181(E) ~ Column 3" 1’-0" w181(E) 12 3" cl. ement D
c
3 10’-0" or
67’-0" inf
END VIEW e
R
PIER ELEVATION 8

(Looking South) ier
P
-
MINIMUM BAR LAP 117
p180(E) -
#5 bar 3’-8" B
A
N 11x2-#9 w180(E) bars at 12"(-) cts. Top 3"3" 8" 8-#8 t151(1Ex)(3 7b- #Ta9rhs uw as1t) 851"( Ect)s B. Botot.tt. 68-#6 t150(E) bars at 1’-0" 9ct(cid:130)"s. Top 6-#8 t151(E(6) Tbahruss )at 10" Bott. #9 bar 9’-8" 32"E-1’-6"#a8ch t 1E5n1d( E(B) obtat.r)s h180(E) 2’-9" Projection (1e-a#c5h u e1n5d3)(E) 7-#5 u152(E) bars (each end) e\dms02467\081-0178-C00
0" s157(E) et
’- el
~ Pier 5 d
& footing 7’-0" ’-0" 10’-0" p181(E) 11-7#--#7#7 7v v 1v1515251(0(EE()E) ( )(E E(a6ac cLhh of fcaaaccteei)o) (n(6s6 ) LLooccaattiioonnss))k\do_not_
5 1-#7 v153(E) (Each face) (6 Locations) or
w
_
w181(E) ts. (Bott.) 3" ~ Column 1x3-#9 w181(E) Bott. ~ Column ~ Column 1’-6" 71--##77 v v115554((EE)) ( (6E Lacohc aftaicoen)s )(6 Locations) c:\pwise
c DETAIL 1
9 " 1’-6" 4’-3" 4’-3" 3 Spaces at 5’-8(cid:129)" = 17’-1(cid:129)" 4’-3" 4’-3" 4’-3" 3 Spaces at 5’-8(cid:129)" = 17’-1(cid:129)" 4’-3" 4’-3" 1’-6"
12x3-# rs at 6 33’-6" 33’-6" Pile Spacing AM
ba 67’-0" NOTES: :59
5
FOOTING PLAN 22-#7 n155(E) 1 . D F-oDr, s&ec Htio-nHs sAee-A s,h Bee-tB S, 1C2-0C., 11:5
s152(E) and s153(E) (6 Locations) 2. See sheet S121 for pier notes.
3. See sheets S8 and S9 for
Alfred Benesch & Company footing and pile layout.
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601 DETAIL 2
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-117-Pier 8 Reinforcement Details.dgn USER NAME = ksnider DESIGNED - AWH REVISED - PIER 8 REINFORCEMENT DETAILS FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0608 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 1 7 OF S138 SHEE TS ILLINOISFED. AID PROJECT
66’-10(cid:130)" Pier 9
64’-11(cid:130)" Pier 10
3’-0" 5 Girder Spaces at 8’-11" = 44’-7" 2 Girder Spaces at 8’-1(cid:134)" = 16’-3(cid:130)" 3’-0" Pier 9
3’-0" 2 Girder Spaces at 7’-2(cid:132)" = 14’-4(cid:130)" 3’-0" Pier 10
15(cid:176)30’00" (typ.) 12’-0" Crown of Roadway " ~ Girder
N P.G. E.B. I-74 1’-1(cid:133) 10"1’-3(cid:129)" 6(cid:133)" ~ Brg. Pier
~ Girder 8 ~ Girder 9 ~ Girder 10 ~ Girder 11 ~ Girder 12 ~ Girder 13 ~ Girder 14 ~ Girder 15
"
4
’- 8" "
"2 ’-
4 4 6(cid:133) "
~ I-74 2’- 1’-3(cid:129)" 10" 1’-1(cid:133)
3’-10(cid:131)" 10’-7(cid:134)"
~ Pier & ~ Brg.
Sta. L ANCHOR BOLT LAYOUT
7’-5(cid:129)" 4 Spaces at 8’-11" = 35’-8" 8’-6(cid:130)" 8’-1(cid:134)" 7’-0(cid:135)" Pier 9 Steps
8’-0(cid:129)" 7’-2(cid:132)" 6’-7(cid:132)" Pier 10 Steps
PLAN OF PIER CAP
9 10 J unction Box See "Lighting plans and gn
Pier Pier E lev.A G8 E lev. BG9 E lev. G10 & G11 C E lev. G1D2 J E lev. GE13 E levF. G 14 E lev. G16"5min. adnedta iplasy" sitheemetss. for details ation.d
4’-2(cid:130)" 4’-3(cid:131)" 3’-6" ~ Pier 1" PVC Embedded Condui t 3’-6" 4’-0" Pier 9 Pier 10 PILE DATA - PIER 9 and Elev
n
Type: HP14x73 with pile shoes la
BottomE olef vc.a pJ Cojnositnrutc, ttiyopn . J D 3" FNaocmtoinreadl RReeqsuisirtaend cBee Aarvinagil:a b6l9e5: k4i5p2s kips 10 P
D (typ.) Est. Length: 20 feet d
n
1’-10(cid:135)" " No. Production Piles: 23 a
8
(typ.) ’- No. Test Piles: 1 9
" " 17 rs
ie
18’-10(cid:133) 17’-11(cid:133) 6’- 11(cid:129)" 2256’’--65(cid:132)"(cid:134)" ((PPieier r1 90)) 2256’’--65(cid:132)"(cid:134)" ((PPieier r1 90)) C 6’C- 11(cid:129)" RR434’-0’5-"7" NTPyoIpmLei:En aH lD PR1Ae4qTxu7iAr3e dw- BiPtheI apEriilnReg s:1 h 6o09e5s kips 0AB-118-P
Factored Resistance Available: 452 kips 0
C
Est. Length: 22 feet 8-
Pier 9 5’-9(cid:133)" B B No. Production Piles: 23 017
Pier 10 5’-11(cid:135)" Construction 5’-9(cid:133)" Pier 9 No. Test Piles: 1 81-
joint, typ. A A 5’-11(cid:135)"Pier 10 \0
7
" " " 6
0 0 " 4
3’- 3’- 1’-2(cid:133) 3(cid:133) ms02
d
\
Bottom of footing ete
Elev. K l
e
64’-6" Pier 9 _d
t
63’-0" Pier 10 o
n
_
o
d
\
PIERS 9 & 10 ELEVATION k
r
o
(Looking South) w
_
e
is
w
p
:\
c
NOTES:
PIER A B C D E F J K L G8 G9 G10 G11 G12 G13 G14 G15 1. See sheet S119 for reinforcing details. AM
Pier 9 2(cid:130)" 2(cid:132)" 1(cid:133)" 1(cid:135)" 1(cid:131)" 1(cid:134)" 598.86 577.00 44+84.88 603.05 603.24 603.42 603.42 603.31 603.15 603.00 602.86 32.. SSeeee sshheeeett SS112201 ffoorr Spieecrt inoontse sA.-A, B-B, C-C, D-D and J-J. :04
Pier 10 2" 0(cid:131)" 1(cid:131)" 2" 1(cid:130)" 1(cid:129)" 599.95 579.00 46+69.88 604.26 604.43 604.49 604.49 604.34 604.17 604.07 603.95 6
4. See sheet S123 for bar list and bill of material. 11:5
Alfred Benesch & Company
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-118-Piers 9 and 10 Plan and Elevation.dgUnSER NAME = ksnider DESIGNED - AWH REVISED - PIERS 9 AND 10 PLAN AND ELEVATION FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- AKMJKS/DMS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0708 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AWH REVISED - SH EET N OSS. 1 1 8 OF S138 SHEE TS ILLINOISFED. AID PROJECT
2’-5(cid:132)" 63-#6 s154(E) bars at 12" cts. (in pairs) 2’-5(cid:132)" Pier 9
2’-5(cid:134)" 81-#6 s154(E) bars at 9" cts. (in pairs) Pier 10
Pier 9 37-#5 s150(E) bars at 12" cts. 7-#10 p250(E) (Pier 9) 2’-5(cid:134)" 4’-8" 9 10
Pier 10 49-#5 s150(E) bars at 9" cts. 7-#10 p251(E) (Pier 10) ~ Pier & ~ Brg. ier ier
Detail 1 P P
7-#10 p252(E) 5-#5 p255(E) J
) " "
(E
0 2(cid:130) 3(cid:131)
12’-4" PIER DATA TABLE u15 3" 4’- 4’-
h250(E) or h251(E)
"
w251(E) 1-#9 w25177(E--##) 11(00ea ppc22h55 s43id((EEe))) ((PPiieerr 190))10’-10" 11--##ww99 22ww55220255((E0E2()()E E 7(()P)-P #i((ieee1erara0 c1c9 h0ph) )2 ss5iidd2ee())E (()PPiieerr 190))J DABC D ABC Detail 21’-8" embed. 3x2-#5 h250 bars at 8" (E.F.) (Pier 9) 3x2-#5 h251 bars at 8" (E.F.) (Pier 10) PPobBPifaieIe eErrwwn"sr Rvd1 229i" 05n5n b11 2f(a(5iEEer0sl))(d 2 E1ooN 09)rtro aww nm22d5D5a n0t2oc2(n(nwEhE522 )1e)5r5 l ((a(0 1EtPBdP1i)iai5e uer0rrs ( 1 E90))) 25’-2"3Min. lap" 73"" 2t"y pc.l. 2-#5 s152(E), 2-#5 s153(E) at 1’-0" cts. (3 Locations, in pairs) N-#5 s152(E) and N-#5 s153(E) bars at 1’-0" cts. (3 Locations, in pairs) 1’-8" 18’-10(cid:133)"0" 18’-0(cid:134)"0" ails.dgn
t150(E) ’-0" t151(E) 3’- 3’- Det
wwt122555102(((EEE))) ((PPiieerr 190)) ~ Column ~ Column w251(E) ~ Column 3" 1’-0" 3 ww225502((EE)) oorr ww225511((EE)) ((PPiieerr 190)) 312 10’-0" 3" cl. forcement
64’-6" (Pier 9) in
e
63’-0" (Pier 10) END VIEW R
10
PIER ELEVATION
d
n
(Looking South) a

9

s
r
ie
P
3" 65-#6 t150(E) bars at 1’-0" cts. Top (Pier 9) 3" p250(E) thru p252(E) 119-
-
64-#6 t150(E) bars at 1’-0" cts. Top (Pier 10) AB
0
0
9" 7-#8 t151(E) bars at 5" cts. Bott. (4 Thus) (Pier 9) 9(cid:129)" 8-#8 t151(E) bars at 5" cts. Bott. (3 Thus) (Pier 9) 2-#8 t151(E) bars C
(Pier 9) (Pier 10) (Pier 9) (Pier 10) 3" 7-#8 t151(E) bars at 5" c11t--s##.9 9B wwot22t.55 (027(( E&~ET) ) hP f BouBiosoeo)ttrit tn(t..P g ((iPePirie e1rr 0 19)0)) 8 " 9-#8 t151(E1) -b#a9r sw a 2t5 110("E B) Botot.t t(.4 Thus) E1’-6"7’-0"ach En5’-0"0"d (B10’-0"ott.) Np252(E) thru ph225540((EE)) or h251(E) 7s-1#574 v(E22’-9")50Projection(E(1e)- a#(c56h uL e1on5cd1a)(tEio)ns) 7-#5 u150(E) bars (each end) elete\dms02467\081-0178-
5’- 1-#7 v251(E) (Each face) (6 Locations)t_d
o
14-#9 w251(E), 14-#9 w252(E) bars at 9"(-) cts. (Top) 14-#9 w251(E), 14-#9 w250(E) bars at 9"(-) cts. (Top) -#9 w252(E), 12-#9 w251(E) bars at 6" cts. (Bott.) -#9 w250(E), 12-#9 w251(E) bars at 6" cts. (Bott.)3" 441’’--’00-6""" 44’’~--00 C""olumn22 SS11pp--##aa99cc ee33wwss21 22’’aa5--5tt63 0288""((’’EE--00)) ""BB ==oo tt11tt..66 ((’’PP--i00iee""rr 190)) 44~’’ C--F60oO""l6u6O3m4’T’n--06I44"N"’’ (--(GP60Pi""i eePrr L1 90A))44N’’--60"" 122- SS#9pp aawcc2eess5 1aa(ttE 88)33’’ --B2100’’o""--t6 3t=="." 1166’’--00""~ Colu44m’’n--00"" 144’’’---600""" (P(PPPiilili1’-6"eeee r rSS 19pp0c)c).. ((PPiieerr 190)) DETA71I-1-#L1#-7#-7 # 71v 7v 2v 2v52525545(3(E2E(E)() E )(( 6)E( E(LaEacoachcch ahf taf iafcoacence)se )() )6( 6( 6L L oLococacatiatoitoinonsns))s):09 AMc:\pwise_work\do_n
12 12 MINIMUM BAR LAP 22-#7 nxxx(E) (see table) 1. FNoOr sTeEctSio:ns A-A, B-B, C-C, 11:56
#5 bar 3’-8" s152(E) and s153(E) (6 Locations)
D-D, & J-J see sheet S120.
#9 bar 9’-8"
2. See sheet S121 for pier notes.
Alfred Benesch & Company
205 North Michigan Avenue, Suite 2400 3. See sheets S8 & S10 for footing
Chicago, Illinois 60601 DETAIL 2 and pile layout.
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-EC00=AB-119-Piers 9 and 10 Reinforcement DetailsU.dSgEnR NAME = ksnider DESIGNED - AWH REVISED - PIERS 9 AND 10 REINFORCEMENT DETAILS FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- AKMJKS/DMS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0808 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AWH REVISED - SH EET N OSS. 1 1 9 OF S138 SHEE TS ILLINOISFED. AID PROJECT
NOTE:
Varies
4’-2" "EF" abbreviation indicates
typ. Varies 2’-10" each face of the indicated
1’-4" 2’-10" typ. 2’-10" reinforcement cage.
ty~p C.olumn #7n txyxpx.(E) 4(E) (EF) 3(E) (EF) 2(E) (EF) 1(E) (EF) 4(E) (EF) 3(E) (EF) 2(E) (EF) 1(E) (EF) 2’-10"
22 Req’d in each cage v15 v15 v15 v15 v15 v15 v15 v15 ~ Column
(Spa. dowels with
vert. column bars) ~ Column " 3(cid:132)" 5 Eq. spa. 3(cid:132)"
"
4(cid:132)
7" v155(E) v150(E) 3(cid:132)
(vtxyxpx.) bars s152(E) s~1 5P3i(eEr) 2t"y pc.l.3’-7" typ. 4’-2" typ. v150(E) (Front Face) v155(E) (Back Face) 4 Spa. at 6(cid:132)"8(cid:132)" s152(E) ~ sP1i5e32r(t"Ey p)c.l. 8(cid:132)"4 Spa. at 6(cid:132)" v150(E) (Front Face) v155(E) (Back Face) 3’-7" typ. 2’-1"2’-1" 4’-2" typ. 4’-2" 3’-7" vvvvvvvvvvv111111111115555555555550555505000(((((((((((EEEEEEEEEEE))))))))))) s153~(Es s1P)15i52e3(r(EE)) vvvvvvvvvvv111111111115555555555505505505000(((((((((((EEEEEEEEEEE))))))))))) 3’-7" 8(cid:132)"4(cid:132)"4 spa. at 6(cid:132)" s152s(1E5)3(E)2t"y pc.l. 3’-7" ~ Pier
s153(E) 7" typ. 4(cid:132)" s153(E) 7" typ. vv115500((EE)) vv115555((EE)) 7" "
(Only 2d2ov( wSeSRrpeEetal.#qs .Cc7 ’dcodnToal luiwxlnImexOe dexlns a(No Ecwbuh) atiA trcihsna)- gtAheis section ((LSPigeieher t Li2ni ggO hCntoilnyng)d uPiltans) 3(cid:132)" typ. v151(E) (EF) v152(E) (EF) v153(E) (EF) v154(E) (EF) 6sTNe h&reOi ev sT8e).r E ta irFc:eao ls rch oPolwiuemnrs nf o2bra, rP3si ,(e v4r1s, 515x, ~ Column v151(E) (EF) v152(E) (EF) v153(E) (EF) v154(E) (EF) 3(cid:132) v155(E) v154(E) (EF) v153(E) (EF) v152(E) (EF) v151(E) (EF) v150(E)
for clarity. Main vertical bars same 3(cid:132)" 5 Eq. spa. & 7, use the v16x series. For SECTION C-C SECTION D-D
as called out and spaced in Section B-B) typ. typ. Piers 9 & 10, use the v25x
series.
SECTION B-B
5’-6" 4’-8"
4’-8" 4’-8"
3(cid:130)"
3(cid:130)" 3(cid:130)" 3(cid:130)"
p152(E) thru 1’-3(cid:133)" 9(cid:133)" 9(cid:133)" 1’-3(cid:133)" 3(cid:130)" p176(E) or 1’-3(cid:133)" 9(cid:133)" 9(cid:133)" 1’-3(cid:133)" 3(cid:130)" p178(E) or 1’-0(cid:133)" 1’-5(cid:133)" 1’-5(cid:133)" 1’-0(cid:133)" 3(cid:130)" Spp2a5c5in(gE) 1’-3(cid:130)" 9(cid:129)" 9(cid:129)" 1’-3(cid:130)" 3(cid:130)"
p154(E) p177(E) p182(E)
Spacing 3(cid:130)" Spacing 3(cid:130)" Spacing 3(cid:130)" 3(cid:130)"
p150(E) 8" 7(cid:133)" 3 Spa. at 6(cid:130)" 7(cid:133)" 8" 3(cid:130)" p170(E) thru 8" 7(cid:133)" 3 Spa. at 6(cid:130)" 7(cid:133)" 8" 3(cid:130)" p170(E) or 1’-0(cid:133)" 7(cid:134)" 3 Spa. at 6(cid:129)" 7(cid:134)" 1’-0(cid:133)" 3(cid:130)" p250(E) thru 2 Spa. at 2 Spa. at 9(cid:129)" 2 Spa. at 3(cid:130)" gn
Spacing p172(E) p180(E) p252(E) 7(cid:134)" 7(cid:134)" .d
t(cid:131)"y Cp.hamfer s150(E) Spacing s150(E) t(cid:131)"y Cp.hamfer S(cid:131)"pa cing s151(E) Spacing s150(E) t(cid:131)"y Cp.hamfer ections
p152(E) thru p176(E) or Chamfer p255(E) S
p154(E) p177(E) typ. p178(E) or ss
" p150(E) " p182(E) " ro
4(cid:131) p150(E) 4(cid:131) pp117720((EE)) thru 4(cid:131)" pp118700((EE)) or 4(cid:131) ptph22r55u02 ((EE)) Pier C
-
0
4 Spa. at 8" 2ts"y1 Cp5.6l.(E)s159(E) Anchs1o~5r P6B(ioEel)rts h150(E) (EF) 4 Spa. at 8" 2t"ys Cp15.l.6(E)s159(E) Anchs1o~5r P6B(ioEel)rts 1hh"11 P77V20((CEE ))C (toEhnrFdu)u it 4 Spa. at 8" 2" sC1l5.7(E) Anch~o rP Bieorlts 1hh"11 P87V00((CEE )C) (ooEnrF d)uit 4 Spa. at 8" 2ts"y1 Cp5.4l.(E) Ancho~r PBioelrts 1hh"22 P55V10(C(EE C)) (o oEnrFd u)it 081-0178-C00AB-12
" " typ. "
3(cid:130) 4(cid:131)" pp115511((EE)) 3(cid:130) 4(cid:131)" tph1r7u3 (E) 3(cid:130)" " p173(E) or 3(cid:130) 4(cid:131)" pp225542((EE)) thru
p175(E) 4(cid:131) p181(E) PM

5
p151(E) 8 Spa. at 6(cid:130)"(-) = 4’-1(cid:129)" 3(cid:130)" p173(E) thru 9 Spa. at 5(cid:129)" = 4’-1(cid:129)" 3(cid:130)" p252(E) thru 6 Spa. at 8(cid:130)" = 4’-1(cid:129)" 3(cid:130)" :4
0
Spacing p175(E) p173(E) or 7 Spa. at 8(cid:129)" = 4’-11(cid:129)" 3(cid:130)" p254(E) :0
3(cid:130)" SECTION E-E Spacing 3(cid:130)" p181(E) Spacing 3(cid:130)" 4
SECTION J-J
Spacing 3(cid:130)"
SECTION G-G SECTION H-H
Alfred Benesch & Company
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601
312-565-0450 Job No. 10061 17
FI.L..E\0 8N1A-0M17E8-C=00AB-120-Pier Cross Sections.dgn USER NAME = $USER$ DESIGNED - AWH REVISED - PIER CROSS SECTIONS FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 0908 1/19/
$MODEL PLOT DATE = 1/19/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 2 0 OF S138 SHEE TS ILLINOISFED. AID PROJECT
BENT BAR DETAILS
4" 20’-5" 1’-9" 20’-5" 4" 20’-5"
A A A
*R *R *R PIER NOTES: PIER CONCRETE FINISH NOTES
1. The minimum clear distance from the face of concrete to near reinforcing
v150(E)-v155(E) v160(E)-v165(E) v250(E)-v255(E) bar is 2" unless noted otherwise. If form ties are used in forming the pier, arrange ties to be
regularly spaced and in a consistent geometric grid pattern.
2. All exposed corners, 90 degrees or sharper shall be filleted with a (cid:131)" Do not locate ties at edges of concrete rustucations.
BAR A R* BAR A R* BAR A R* dressed and beveled strip unless noted otherwise.
v150(E) 21’-3" 43’-1(cid:133)" v160(E) 21’-3" 43’-1(cid:133)" v250(E) 21’-3" 43’-1(cid:133)" Following form removal, a rubbed surface finish in accordance
v151(E) 21’-3" 42’-7(cid:135)" v161(E) 21’-3" 42’-7(cid:135)" v251(E) 21’-3" 42’-7(cid:135)" 3. Space reinforcement in cap to miss anchor bolts. with Article 503.15 (b) of the Standard Specifications shall be
v152(E) 21’-4" 42’-2(cid:133)" v162(E) 21’-4" 42’-2(cid:133)" v252(E) 21’-4" 42’-2(cid:133)" required but with the following additional requirements:
v153(E) 21’-4" 41’-8(cid:131)" v163(E) 21’-4" 41’-8(cid:131)" v253(E) 21’-4" 41’-8(cid:131)" 4. The use of steel forms is required for the forming of all pier concrete
v154(E) 21’-4" 41’-3(cid:130)" v164(E) 21’-4" 41’-3(cid:130)" v254(E) 21’-4" 41’-3(cid:130)" surfaces from the tops of footings to the bottom of pier cap beams, including 1. Demonstrate hole and void patching operations in
v155(E) 21’-5" 40’-9(cid:134)" v165(E) 21’-5" 40’-9(cid:134)" v255(E) 21’-5" 40’-9(cid:134)" stem and pier columns. Use of medium-density overlaid (MDO) or high-density accordance with Article 503.15 (b) of the standard S
overlaid (HDO) plywood faced forms is allowed for forming of the pier cap beam. pecifications on a four foot section of vertical pier concrete
Plain plywood-faced forms will not be allowed for any portion of the pier column located in an inconspicuous area. Begin patching
R* = Inside Radius. R* = Inside Radius. R* = Inside Radius. or cap surfaces. demonstration by using a mortar mix comprised of 1 part
white cement, 2 parts standard portland cement, 6 parts
5. The Contractor shall use self-consolidating concrete (SCC) in all the pier mortar sand, and water. The quantity of water used shall
columns. The self-consolidating concrete shall conform to all requirements as produce a mortar consistency as dry as possible to use
specified in Section 1020 of the Standard Specifications. Cost of SCC shall be effectively.
included with the cost of Concrete Structures. n
1’-2" D 6. The contractor shall provide adequate forms to contain the increased a2n.d ruWb hweint hp aat fcihnien gc atrebsot raurneadsu mha vsteo nseet ,u snattiul rsautref awcietsh awrea ter tes.dg
hydraulic pressure of the self consolidating concrete. smooth in texture. Remove loose powder and other o
N
contaminants by rubbing with burlap and rinsing with water.
d
B C 7. The tremie tube shall be in place prior to placing formwork. sAufrtfearc esus rwfaiclle bse h raevvei edwrieedd b, yp atthceh e cnoglionre earn.d P taetxchtuerse s ohfo uld an
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match or be slightly lighter than surrounding concrete. If d
n
s150(E), s151(E), s158(E), t151(E), u150(E), results are unsatisfactory, adjust patching mortar mix e
B
n151(E), n152(E). n154(E), u151(E), u152(E), u153(E), u154(E) & u155(E) proportions and perform another demonstration until results r
n155(E), n250(E) & n251(E) are deemed satisfactory by the engineer. Ba
r
3. Use the patching mortar mix proportions that are ie
BAR C D P
n1B5A1R(E) 7’B-0" ss115510((EE)) 54’’--42"" 22’’--00"" dapemproonvsetdra btiyo nth. eD eon ngoint eueser apsa tac hreinsgu lmt oofr ttahre t hsaatti issf amctoorrey t han -121-
n152(E) 7’-8" s158(E) 5’-4" 2’-0" 1 hour old. AB
0
n154(E) 8’-3" t151(E) 9’-8" 2’-6" 0
nnn122555510(((EEE))) 677’’’---1940""" uuu111555102(((EEE))) 544’’’---134""" 333’’’---033""" tcg4ho.r eas sFitnesi n fsoiousrrr ho feratedhcp eepasrii erts reho xcartol ucln robcever ee ftrtrheoien ms grh e atwshlpleo ob ofnedas c sigembr iaooliifotn ytt hho o eraf n oftodthhr esme hCrso to weunxs tnteruaodrc .ew tAoso rolo.ln d 1-0178-C
8
u153(E) 5’-2" 3’-0" 0
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u154(E) 5’-3" 3’-3" 7
6
u155(E) 5’-4" 3’-0" 4
2
0
s
5(cid:129) dm
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s155(E), s156(E), s157(E), 2’-6" :\p
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& s159(E)
s153(E)
s152(E)
BAR E
s154(E)2’-10(cid:129)" M
A
s155(E) 3’-0"
0
s156(E) 2’-0(cid:129)" :2
ss115579((EE)) 33’’--05"" NOTE: 11:56
All dimensions are out to out.
Alfred Benesch & Company
205 North Michigan Avenue, Suite 2400
Chicago, Illinois 60601
312-565-0450 Job No. 10061 17
FI0L8E1 -N01A7M8-CE00=AB-121-Pier Bar Bends and Notes.dgn USER NAME = ksnider DESIGNED - AWH REVISED - PIER NOTES AND BAR BENDS FR.TAE .I.. SECTION COUNTY STHOETEATLS SHNNEOOE..T 20
MODEL: PLOT SCALE= CDHRAEWCKNED -- KAMJKS RREEVVIISSEEDD -- DEPARTMSTEANTTE O OF FT RILALNINSPOOISRTATION STRUCTURE NO. 08 1-0178 (EASTBOUND) 7 4 81-1H VBR ROCCKO INSLTARNADCT15 N04O. 6140C 1008 1/18/
Default PLOT DATE = 1/18/2017 CHECKED - AJK REVISED - SH EET N OSS. 1 2 1 OF S138 SHEE TS ILLINOISFED. AID PROJECT