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440

435

430

425

420

9+ 75

FILL FACE ~ END BENT S T A. 9+81.00 -L­GRADE PT. EL. 434.414

BEGIN FRONT SLOPE STA. 9+76.21 -L-GRADE PT. EL . 434.431

APPROXIMATE NATURAL ~ GROUND LINE

~- - ---- --lOc_ __ _

=m

±

·:.; ·~--~-

HP 12 X 53 STEEL PILES <TYP.l

~ UNCLASSIFIED STRUCTURE ~ EXCAVA liON <SEE NOTES>

10+00

SPAN A

1'-0" MIN. EARTH BERM <TYP.l

FIX. EL. 434.0±

CLASS II RIP RAP <TYP.l

:.._-1

EL. 428.0±

GRADE DATA END BENT 1

FIX.

HIGH WA TER lJRF ACE rr:-432.8

FIX. I <100 YRS.l

TOP OF 3' -0" 0 DRILLED PIER EL. 427.683

BENT 1

10+25

SPAN B

10+50

FIX.

10+75

FILL FA CE ~END BENT 2 S T A. 10+61.00 -L-GRADE PT.EL. 434.134

BEGIN FRONT SLOPE STA. 10+66.02 -L­GRADE PT. EL. 434.119 /=l·~~~) ~

-- ""=/"--- ~.C·' ··~~ lJffi- \----

Wz: I SLOPE <TYP.l

.. ·········

END BENT 2

EL. 434.0 ±

GRADE DATA -0.3500 % 6+0.4333 %

P .I. = II +00.00 -L­EL. = 434.000 VC = 74 FT.

HORIZ.CURVE DATA

NOTES ASSUMED LIVE LOAD = HS 20 OR ALTERNATE LOADING, EXCEPT THAT THE CORED SLAB UNITS HAVE BEEN DESIGNED FOR HS 2~

FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN.

FOR EROSION CONTROL MEASURES SEE EROSION CONTROL PLANS.

THIS BRIDGE HAS BEEN DESIGNED BY THE STRENGTH DESIGN METHOD AS SPECIFIED IN AASHTO STANDARD SPECIFICATIONS.

THE EXISTING STRUCTURE CONSISTING OF 2 SPANS ~ 17'-9" <0VERALL LENGTH 35' -6"> REINFORCED CONCRETE DECK ON TIMBER JOISTS WITH A CLEAR ROADWAY WIDTH OF 28'-0"0N TIMBER CAP AND PILE WITH CONCRETE ENCASEMENT END BENTS AND BENT AND LOCATED AT THE PROPOSED STRUCTURE SHALL BE REMOVED.

REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER. THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.

-1.3974 /:...6-0.3500 %

P.I. = 9+45.00 -L­EL. = 434.540

SECTION ALONG -L-BENCH MARK "2 IS RR SPIKE IN BASE OF 15"0AK

94.58' LEFT OF STA. 10+45.04 -L -, EL. 430.60' PI STA. = 12+10.04 -L­/:;. 23°-02 '-54.2" <LT.l D 7"-20'-44.2"

THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.

VC = 65 FT.

-~ ""l: PROPOSED GUARDRAIL < TYP.l

FILL FACE ~ END BENT 1

BEGIN APPRO.SLAB STA. 9+67.00 -L-

W.P. "1

TO SR 1545 STA.9+81.00

On°0

BEGIN FRONT SLOPE S T A. 9+ 76.21 -L-

oooo

EBl-B

DRAWN BY : A. K. PATEL DATE 1 8/07/06 CHECKED BY 1 J. MYA I E.G.A. DATE : 7/9/10

~1 EL. 428.736 <LEVEL>

0 BENT 1

oal CONTROL 0 0 o LINE

CLASS II RIP RAP

r1 I I I I I I I I

0 I I I I

0 I I

0 I I I I

oo W.P. •2 I I

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I I

I I I I

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I 0

0 0 oo

0

25' -0"

CLASS II----...,.. RIP RAP

1'-0" MIN.EARTH BERM ~ J

I EL. 428.438 <LEVELl

Bl-A

"' w w 0:: u \/)

"' 0 0 0:: co

_,..,-EXISTING r~ SUBSTRUCTURE

I <TYP.l I I I I I I I I I I I I

I I I I I I )

1 1 BRIDGE IDENTITY 1 1 ,-- ·L-i i i/STA.l0+21.00 -L-

I I I

I I I I I I I I I I I I I

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I 5s·-o·

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40'-0"

80' -0" <TOTAL LENGTH OF BRIDGE FILL FACE TO FILL FACE>

PLAN <PILES & DRILLED PIERS NOT SHOWN IN PLAN VIEW FOR CLARITY>

~DENOTES GEOTECHNICAL BORING HOLE LOCATIONS

Oo oo

o 0 0

0

0 C) oo

L 313.77' T 159.04' R 780.00'

PROPOSED GUARDRAIL ( TYP.l

THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA SHALL BE EXCAVATED FOR A DISTANCE OF 30 FT.EACH SIDE OF CENTERLINE ROADWAY AS DIRECTED BY THE ENGINEER. THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATION.SEE SECTION 412 OF THE STANDARD SPECIFICATIONS.

THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO STANDARD SPECIFICATIONS FOR SEISMIC DESIGN OF HIGHWAY BRIDGES FOR SEISMIC PERFORMANCE CATEGORY A.

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH HEC 18,"EVALUATING SCOUR AT BRIDGES", MAY, 2001.

FILL FACE ~ END BENT 2

FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.

W.P. "3

FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.

FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.

END APPROACH SLAB FOR GROUT FOR STRUCTURES. SEE SPECIAL PROVISIONS. S T A. 10+61.00 -L- STA. 10+75.00 -L- FOR PRESTRESSED CONCRETE MEMBERS, SEE SPECIAL

EB2-B

BEGIN FRONT SLOPE S T A. 10+66.02 -L-

PROVISIONS.

FOR CURING CONCRETE,SEE SPECIAL PROVISIONS.

ASPHALT WEARING SURFACE IS INCLUDED IN THE ROADWAY QUANTITY ON ROADWAY PLANS.

EXTENDED TANGENT

~"'''''~''CAR'''',,, •''!:>~' ........ ,O{t.t·

t:,:-:J~·:-: ... \ PROJECT NO. B-4064 ! ~: cl,<" SEAC"" : . i "l' 12929 ;~!;;; \'S:·t~:~"l CHATHAM COUNTY

/...{~~,.r .. ••••••• '!J'/~1( STATION: 1 0+ 21.00 -L-

SHEET 1 OF 2 REPLACES BRIDGE "95 ,,,, ........ ,, .t~,~~ '.~ •. EY!.O:.:,,,,.

$ +';~~·:·~·~ ! (.rsEAc~\ \ : ; r4855 : s

STATE OF" NORTH CARCM..INA

DEPARTMENT OF TRANSPORTATION RALEIGH

~ \~ i s ' ~~~~$

oooC) llt1i!~~ GENERAL DRAWING BRIDGE OVER BROOKS CREEK

ON SR 1520 BETWEEN ~~- 1(

0°nG SR 1545 AND SR 1516

I ".:;." J..;;).LUn.;;) II SHEE T NO. .-1 - ·· I I I I 1

OATEt

~'ti-s 77

fk PILES~ ~HP 12 X 53 HP 12 X 53 (Ilk PILES STEEL PILES STEEL PILES

FOUNDATION NOTES

~BENT I I ~ -- HP 12 X 53 STEEL CONTROL LINE I · DRIVE PILES AT END BENT I AND END BENT 2 TO A REQUIRED BEARING CAPACIT Y OF

I '? ~B~\ch:IH~> ! fk 3' -0" 0 -ab 100 TONS PER PILE. THE REQUIRED BEARING CAPACIT Y IS EQUAL TO THE ALLOWABLE BEARING eo • 1 DRILLED PIERS > HP 12 X 53 STEEL-- CAPACITY WITH A MINIMUM FACTOR OF SAFETY OF TWO.

~~5LB~~~E ~~~ ~:A\CfE:I}Ti> ~~5LB~~~E 2~ THE ALLOWABLE BEARING CAPACITY FOR PILES AT END BENT I AND END BENT 2 IS E!:Er-1 -t-- 0 I 50 TONS PER PILE.

I c:, I DRILLED PIERS AT BENT I ARE DESIGNED FOR BOTH SKIN FRICTION AND END BEARING.

, CHECK FIELD CONDITIONS FOR THE REQUIRED END BEARING CAPACITY OF 39 TSF.

I ~ ~ DRILLED PIERS AT BENT I ARE DESIGNED FOR AN APPLIED LOAD OF 208 TONS EACH AT o THE TOP OF THE COLUMN.

J i:' I c:, I PERMANENT sTEEL CASING MAY BE REQUIRED FOR DRILLED PIERS AT BENT !. IF ttl-'- - ;.., REQUIRED. DO NOT EXTEND THE CASING BELOW ELEVATION ~20 FT. WITHOUT PRIOR - I w p •2 APPROVAL FROM THE ENGINEER. THE ENGINEER WILL DETERMINE THE NEED FOR PERMANENT I • T • '

06 OO _ _ BRIDGE IDENTITY W.P. •3 STEEL CASING. SEE DRILLED PIERS SPECIAL PROVISION.

o S A. 10+ • L -L- ,

I C:, STA. 10+21.00 -L- '? STA. 10+61.00 -L - DRILLED PIERS AT BENT I SHALL EXTEND TO AN ELEVATION NO HIGHER THAN ~~~ FT.

W.P. "1 I eo AND SATISFY THE REQUIRED END BEARING CAPACITY. STA. 9+81.00 -L- "'- •

'> ~ f FOR DRILLED PIERS, SEE DRILLED PIERS SPECIAL PROVISION. ~ j:._

I N , SPT TESTING IS NOT REQUIRED TO DETERMINE THE END BEARING CAPACITY OF THE DRILLED

, I '? PIERS AT BENT !. SEE DRILLED PIERS SPECIAL PROVISION. o PC STA. 10+51.01 -L- eo EXTENDED

I c:, • I TANGENT SID INSPECTIONS MAY BE REQUIRED TO INSPECT THE BOTTOM CLEANLINESS OF THE DRILLED

~ PIERS AT BENT I. THE ENGINEER WILL DETERMINE THE NEED FOR SID INSPECTIONS.

+ ;.., SEE DRILLED PIERS SPECIAL PROVISION.

I o 90°-00' -00" i-- I- .' !TYP.l CSL TUBES ARE REQUIRED AND CSL TESTING MAY BE REQUIRED FOR THE DRILLED PIERS. THE

~ ENGINEER WILL DETERMINE THE NEED FOR CSL TESTING. SEE CROSSHOLE SONIC LOGGING I , SPECIAL PROVISION.

0

I C:, THE SCOUR CRITICAL ELEVATION FOR BENT I IS ELEVATION ~18 FT. SCOUR CRITICAL

ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE.

~-~ I

I . I

I ~ I ~ I

+ + ~L ~L

END BENT 1 BENT 1 END BENT 2

FOUNDATION LAYOUT ............... . !t~,.~~'~-.E~~o,:"f,# ..

DIMENSIONS LOCATING END BENT PILES & BENT DRILLED PIERS i ~.:::;§~:·~ \ ARE SHOWN TO CENTERLINE OF PILES AND DRILLED PIERS. f f~SEAL."f-\ \

\ \ 141iss j j \~··{~~·:::-t-1 ~ ··········~ ..... $ "'• 4S R. ~ ,,<~-''

.,C\ .. rr:·;:r~l/v.. TOTAL BILL OF MATERIAL ~•?·II

REMOVAL OF 6~f~~~D 6~f~~~D ~~~~tNf~JING SID CROSSHOLE UNCLASSIFIED CLASS A BRIDGE REINFORCING ~6C5~~ HP 12x 53 CONCRETE RIP RAP n~~i~ ELASTOMERIC ~~E~~~E~S~; PROJECT NO B- 4 064 EXISTING PIERS IN PIERS NOT FOR 3' -0" 0 INSPECTION SONIC STRUCTURE CONCRETE APPROACH STEEL REINFORCING STEEL PILES BARRIER ~LA.SS II FOR BEARINGS CONCRETE CORED • ---=-~~::........:_ __

STRUCTURE SOIL IN SOIL DRILLED PIER LOGGING EXCAVATION SLABS STEEL RAIL !2 -0 THICK> DRAINAGE SLAB UNITS cHATHAM COUNTY LUMP SUM LIN.FT. LIN.FT. LIN.FT. EACH EACH LUMP SUM CU.YDS. LUMP SUM LBS. LBS. NO. LIN.FT. LIN.FT. TONS SO.YDS. LUMP SUM NO. LIN.FT.

10+

21 00 -L-

SUPERSTRUCTURE LUMP SUM 155.50 LUMP SUM 30 116~.38 sTAT I ON=--=-=--=c..:...:•:...:...-=----=---END BENT I LUMP SUM 19.1 2732 7 70 91 101 ;.S;.;.:HE;;:;E~T...:;.2~0;,;.F...:;.2 ___________ ---I

BENT I 1~.5 13.0 15.~ 29.0 6977 52~ STATE Of NORTH CAROliNA

LUMP SUM 19.7 275~ 9 90 I03 11 ~ DEPARTMENT OF TRANSPORTATION END BENT 2 RALEIGI<

TOTAL LUMP SUM 1~.5 13.0 15.~ I I LUMP SUM 67.8 LUMP SUM 12.~63 52~ 16 160 155.50 19~ 215 LUMP SUM 30 116~.38 GENERAL DRAWING BRIDGE OVER BROOKS CREEK

ON SR 1520 BETWEEN SR 1545 AND SR 1516

REVISIONS SHEET NO.

NOj BYo I DAlEo I ND1 BYo I DAlEo Z DRAWN BY 0 A. K. PATEL DATE :8/07/06 111 I 131 I Wtl-s c~<cKm RY o _ J. MYA I E.G.A. DATE : 7/9/10 ~I I I-'ll ?"'7

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3'-0" !TYP.l

FIXED END

.' GROUT

SEE "Bi~ocEJ -- - --,_ APPROACH SLAB" . '- . SHEET FOR DETAILS ;--r--

2 LAYERS OF 30 LB . . ROOFING FELT TO ,

PREVENT BOND. j

2"0 BACKER ROD--;....·---

(j;_ BEARING-----' & •6 DOWELS

4" (;) (j;_ BRG. IYz"(;) Ck SPAN

c TYP. EA. SIDE l

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~ · (;) (j;_ BRG. 11h " (;) q;_ SPAN

ASPHALT WEARING SURF ACE CSEE ROADWAY PLANSl

CONC.BARRIER RAIL (lYP.l

SHEAR KEYS TO BE FILLED WITH GROUT AFTER ALL ERECTION HAS BEEN COMPLETED AND AFTER FINAL TENSIONING OF TRANSVERSE STRANDS

15 PRESTRESSED CONCRETE CORED SLAB UNITS = ~5'-0"

HALF-SECTION AT INTERMEDIATE DIAPHRAGMS

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TYPICAL SECTION

FIXED END FIXED END

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PART PLAN-EXTERIOR SECTION NOTE:EXTERIOR SECTION SHOWN-INTERIOR SECTION SIMILAR EXCEPT OMIT 53 BARS.

SHEAR KEY DETAIL ASPHAL ~ l SURFACE

\ 2 1/z" 0 DOWEL HOLES

J-- \ DOWEL HOLES

NOTE:OMIT SHEAR KEY ON OUTSIDE FACE OF EXTERIOR CORED SLABS.

GROUT ' --------------, ' ' r----------------

12" 0s--' ! ' ' : ~ 6H ' l VOIDS • ' '

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~~ t, ' •s $,J END ELEVATION

•s s1

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SHOWING PLACEMENT OF DOUBLE STIRRUPS AND LOCATION OF DOWEL HOLES. CSTRAND LAYOUT NOT SHOWN.l INTERIOR SLAB SECTION SHOWN-EXTERIOR SLAB SECTION SIMILAR EXCEPT SHEAR KE Y LOCATION.

::::;.,:[ 0 I - , :i: .. 1 I I ... :i: '

ELEVATION VIEW

(j;_ 0.6" 0 L.R. TRANSVERSE POST-TENSIONING STRAND SHEATHED WITH A­NON-CORROSIVE PIPE.

SECTION AT END BENT SECTION AT BENT GROUTED RECESS AT END OF POST-TENSIONED STRAND CORED SLABS

ASSEMBLED BY :A. K. PATEL DATE : 07106 CHECKED BY : J. MYA I E.G.A. DATE: 7/9/10 DRAWN BY : WJH 4/89 REV. 10/17/00 RWW / LES rHFI':KFn RY , FCJ 5/ 89 ~~~· !~!~~~~R RWW/LES

~ ";

~

L. SECTION

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·~ Bl

3' -0" 1' -6" 1' -6"

10" I,-~" 10"

11" 4"14' , "lu .,'1' ll" "I ~ ,

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C SPAN A l

. ~ ";

3' -0" 1'-6" 1'-6"

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0.6" 0 LOW RELAXATION STRAND LAYOUT

<SPAN B l

PROJECT NO. B-Ll06Ll CHATHAM c OUNTY

STATION: 10+21.00 -L-SHEET I OF ~

STATE OF NORTH CAROLI!t.l

DEPARTMENT OF TRANSPORTATION RAlEIGH

STANDARD

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I --- ---- II SHEET NO. ·-J - \ I J I DAlEo b

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PROJECT NO. B-4064 CHATHAM COUNTY

STATION: 10+ 21.00 -L-SHEET 2 OF 4

STATE OF NORTH CAROliNA

DEPARTMENT OF TRANSPORTATION RALEIGH

SUPERSTRUCTURE PLAN OF SPAN A

I REVISIONS II SHEET NO.

NO~ BYo I OATEo INo1 BYo I DATEo 7

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I. 'I' :: • I

. !I! :: ·I ik 2Y

2"0 DOWEL~! • : ·~ B2 IN TOP OF CORED SLAB U~'ITS, • v FILL FACE (c)

HOLES <TYP.l • I ;I; SEE SLAB SECTION VIEWS FOR LOCATION END BENT 2 !-. 1· !1: <TYP. EA. SLAB UNIT! (2 BAR RUNS - l'-9"MIN. SPLICE! • 1

?I I ;F '' "I Q • 11

N I II II •

• :1: II

I " • 6" TO lk BRG. &

I• /'\: !2" 0 VOIDS :: :1: ,- GUTTERLINE --j j2Yz" 0 DOWEL HOLES I '\TYP. EA. SLAB UNIT! :1: :1: I • (TYP.l

. ---- -- -------- ------- ----- ~:,:.---------------------------------- ·:~~--------- - ~ = =~ l-~ = = = = = = = = = = = = . I • = 1 . ~- --"' 'c-- - -- - - --------- -- ---- - -- - - - ::::::'I';::::::::::---- ------------ - jt-

1 • ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~! 1 !C ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~----- _:: :~----------- --1 -------------- : lk t'/z" Jr. (c)

I " " END BENT 2 ' • . t ,; :,, ,.I t ,;:. L,' ; I· I

• • _ _/ I -- ...... II FIX. L, -•5 B4 IN - '--8-"5 B4 IN -...___ FOR GROUTED RECESS ~ o: .J ~ARRIER RAIL j lk '/2"EXP. I BARRIER RAIL I DETAIL SEE SHEET •s s3 & •s s~ <.D~..J - FIX JT.MAT'LIN IOF4(TYP.EA.SIDEl (TYP.EA.ENDl o:H • BARRIER RAIL - :.. o: ;:2 -- FOR GROUTED RECESS <TYP. EACH SIDE!

~ DETAIL SEE SHEET 1 OF 4 !TYP. EA. SIDE! I I I

IOYa" 53-•5 53 & •5 54 (c) 1'-0"CTS. (IN SLAB AND BARRIER RAIL l I IOYB"

26'-IOYB" 26'-10 %"

17 ' -11 1/4" J 17'-111/4" J 17'-111/4''

53'-91'4"

PLAN OF SPAN B

DRAWN BY I A. K. PI\TEL DATE 1 07/06

J. MYA 8. E.G.A~ DATE, 7/12/10 rucf'vt"n QV

17'-111/4"

1~'-7 1/4''

~ BEARING & ZY2" 0 DOWEL HOLES

53'-91'4 "

ik 0.6" 0 H.S. TRANSVERSE POST-TENSIONING STRAND IN 2Y2" 0 HOLE

17'-111/4 "

14'-71/4'' 3'-0"

r--------------- - ----- 1

' ' ---------------------J L----.1'-f~- -=-=-=-=-=-=-- -~-~--~

---------------------J

53-•5 S3 Ccl 1'-0" CTS

53 PAIRS 0 4 52 (c) I ' -0" CTS

ik CORED SLAB UNIT

ik BEARING & 2Y2·0 DOWEL HOLES

to%·

PLAN OF CORED SLAB UNIT - SPAN B NOTE:EXTERIOR UNIT SHOWN-INTERIOR UNIT SIMILAR EXCEPT OMIT 53 BARS.

FOR REINFORCING STEEL IN END OF CORED SLAB UNIT, SEE 'PART PLAN EXTERIOR SECTION', SHEET I OF 4.

~ ............ ~"C.AR''"'''#. .:-·•" ~~ '\ •••••••• .Ot./.4, ~, ~~;~~>:~\ ~ [<!:SEA~~\ l i ; I~B55 i S \ \~ ..... -<.~/ } .. <o-~:_..._"C··::.+ • ... ,,,~j··········~ ..... '

~.,,,,"·~· ~~ .. 1 ..... '"'

PROJECT NO. B-4064 CHATHAM COUNTY

STATION: 10+ 21.00 -L-SHEET 3 OF ~

STATE Of NORTH CAROl!~

DEPARTMENT OF TRANSPORTATION RAlEIGH

SUPERSTRUCTURE PLAN OF SPAN B

I .. ~ .. -·V"J II SHEET NO. l I IJ lom. 8

Wt'ts 7.7

CORED SLABS REQUIRED SPAN A NUMBER LENGTH TOTAL LENGTH

EXTERIOR C.S. 2 23'-97'~· 47'-7\12"

INTERIOR C.S. 13 23'-97'~· 309'-67'~·

SPAN B NUMBER LENGTH TOTAL LENGTH EXTERIOR C.S. 2 53'-97'~· 107'-7\lz" INTERIOR C.S. 13 53'-97'~· 699'-67'~·

TOTAL 30 1164'-4\lz"

DEAD LOAD DEFLECTION AND CAMBER

SPAN A CAMBER < SLAB ALONE IN PLACE l o/,6" DEFLECTION DUE TO SUPERIMPOSED DEAD LOAD_. ~ 0

FINAL CAMBER f I o/,6. I _. INCLUDES FUTURE WEARING SURFACE

GRADE 270 STRANDS

THRU RAIL

I

~H~ :J-b·

SECTION S-S AT DAM IN OPEN JOINT

Ck_ 1/2"EXP.JT.MAT'L HELD IN <THIS IS TO BE USED ONLY

PLACE WITH GALVANIZED NAIL~ WHEN SLIP FORM IS USED l

AREA < SQUARE INCHES l ULTIMATE STRENGTH <LBS.PER STRAND l APPLIED PRESTRESS <LBS.PER STRAND l

0.6" 0 L.R.

0.217

58,600

43,950

SPAN B 2%"

o/,6"

2o/,6"

< NOTE: OMIT EXP.JT.MAT'L~ WHEN SLIP FORM IS USEDJ

(i; OPEN JT.IN__s-j ~ S TlAIL (() BENT I

I ',--""'~4 I ' J'AMFERII %· )> :.HAMFERI r~· ~

!..L~Ck. BEARING PAD

~~ r~·. n CHAMFER

J

CHAMFER r~·

-\-{ f7 \._l_CONST. JT._!_/

I ' I I t;s I ELEVATION AT EXPANSION JOINTS

BARRIER RAIL DETAILS

. 'f N

.N 4H 4. ~I I

;._ w'k_ 1" 0 HOLES

lJ=li~~B~ARING PAD

N

"'

TYPE I _

FIXED END < TYPE I - bU HtU' U l

ELASTOMERIC BEARING DETAILS

BAR TYPES

(j ill®

51 1'-9"

521: 2'-8" :1

101Jru ALL BAR DIMENSIONS ARE OUT TO OUT

BILL OF MATERIAL FOR ONE CORED SLAB SECTION SPAN A

EXTERIOR UNIT INTERIOR UNIT BAR NUMBER! SIZE TYPE LENGTH I WEIGHT LENGTH I WEIGHT

B1 2 I •4 STR 23'-5" I 31 23'-5" I 31

51 8 •5 3 4'-3" 35 1 4'-3" 1 35 52 46 •4 3 5'-4" 164 l 5'-4" ] 164

*53 25 "5 I 5'-2" 135 I

REINFORCING STEEL 230 LBS. 230 LBS. *EPOXY COATED REINFORCING STEEL 135 LBS. 5000 P.S.I. CONCRETE 3.6 CU. YDS. 3.6 CU. YDS.

0.6" 0 L.R. STRANDS No. 12 12

SPAN B EXTERIOR UNIT INTERIOR UNIT

BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGHT B2 4 •4 STR 27'-8" 74 27'-8" 74

Sl 8 •5 3 4'-3" 35 4'-3" 35 52 106 "4 3 5'-4" 378 5'-4" 378

*53 55 "5 I 5'-2" 296 I

REINFORCING STEEL 487 LBS. 487 LBS. *EPOXY COATED REINFORCING STEEL 296 LBS. 5000 P.S.I. CONCRETE 7.8 CU. YDS. 7.8 CU. YDS.

0.6" 0 L.R. STRANDS No. 25 25

BILL OF MATERIAL FOR CONCRETE BARRIER RAIL BAR BARS PER SPAN TOTAL NO.I SIZE I TYPE I LENGTH I WEIGHT

SPAN A SPAN B *B3 16 16 •s STR 23'-5" 391 *B4 32 32 •5 STR 26'-6" 884

*54 50 110 160 •5 2 5'-5" 904

*EPOXY COATED REINFORCING STEEL 2,179 LBS. CLASS AA CONCRETE 16.9 CU. YDS. TOTAL LENGTH OF CONCRETE BARRIER RAIL 155.50 LIN. FT.

ASSEt.IBLEO BY 1 A. K. PATEL DATE : 07/06 CHECKED BY 1 J. MYA I E.G.A. DATE : 7/12/10

ELASTOMER IN BEARINGS FOR 18"& 21"CSU SHALL BE 50 DUROMETER HARDNESS. ELASTOMER IN BEARINGS FOR 24"CSU SHALL BE 60 DUROMETER HARDNESS.

DRAWN BY : WJH 4/89 REV. 7/10/01 RWW/LES rucr .. cn ~v H' .l 'i/R9 ~~~· Sf~~~~~~RR ~~~~~LE

NOTES ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED CONCRETE CORED SLABS.

RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING OF THE STRANDS.

THE 21/ 2" 0 DOWEL HOLES AT F !XED ENDS OF SLAB SECTIONS SHALL BE FILLED WITH NON-SHRINK GROUT.

THE 2"0 BACKER ROD SHALL CONFORM TO THE REQUIREMENTS OF TYPE M BOND BREAKER.SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS.

WHEN CORED SLABS ARE CAST, A POSITIVE HOLD-DOWN SYSTEM SHALL BE EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYS. THIS SYSTEM SHALL BE DESIGNED TO BE LEFT IN PLACE UNTIL THE CONCRETE HAS REACHED RELEASE STRENGTH. AT LEAST THREE WEEKS PRIOR TO CASTING CORED SLABS, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND COMMENT,DETAILED DRAWINGS OF THE PROPOSED HOLD-DOWN SYSTEM. IN ADDITION TO STRUCTURAL DETAILS,LOCATION AND SPACING OF THE HOLD-DOWNS SHALL BE INDICATED.

THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI.

ALL REINFORCING STEEL IN BARRIER RAILS SHALL BE EPOXY COATED.

PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT ENDS.

APPLY EPOXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.

VERTICAL GROOVED CONTRACTION JOINTS,\12" IN DEPTH, SHALL BE TOOLED IN ALL EXPOSED FACES OF THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE 825-10<Bl OF THE STANDARD SPECIFICATIONS. A VERTICAL CONTRACTION JOINT SHALL BE LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL EXPANSION JOINTS. ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF BARRIER RAIL SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTH.

TRANSVERSE POST TENSIONING OF THE CORED SLAB UNITS SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS,EXCEPT THAT THE STRANDS SHALL BE 0.6" 0 AND TENSIONED TO 43,950 POUNDS.

THE HEIGHT OF THE BARRIER RAIL VARIES WHILE THE TOP OF THE RAIL FOLLOWS THE PROFILE OF THE GUTTERLINE. SEE "TYPICAL SECTION" SHEET 1 OF 4 FOR OTHER DIMENSIONS OF THE RAIL.

FOR PRESTRESSED CONCRETE MEMBERS,SEE SPECIAL PROVISIONS.

~ ......... '''"~"t~·····;· ~.)'f!:><l,.'. ......... q(fA-, ~~;~~:-:{\ !l f<l:"SEAL·'f~ i ~ ~ t4B55 f i \ 4J[.-1c.#.:-::.~ J

... ,,,~··········~~~ ,,,,,,.~S R. ~~!"'~ . 0.., .:u::.:~~Lfl-1 ~oq_., . t,

PROJECT NO. B-L106L1 CHATHAM COUNTY

STATION: 1 0 + 21.0 0 - L -SHEET 4 OF 4

STATE OF NORTH CAROLINA

DEPART~ENT OF TRANSPORT A T10N RAlEIGH

STANDARD

3'-0" X 1'-9" PRESTRESSED CONCRETE

CORED SLAB UNIT

SHEET NO.

DATEr q

WE'fs 7.7

--- -- -·-

I~ tk GUARDRAIL 1'1

ANCHOR ASSEMB~ ') ('' _Li:, J I + .T

tk GUARDRAIL ANCHOR ASSEMBLY

tk WIG" 0 HOLES <TYP.)

tk Yl" 0 X l'-IY2" BOL f WITH ROUND

WASHERS <TYP.l

~ GUARDRAIL ANCHOR ASSEMBLY

C6 X 8.2 RUBRAIL

~ ,.,

PLAN

1/4'' HOLD -DOWN It

1/4'' HOLD-DOWN It

! 1/4'' 0 DRILLED OR

-:<:<:--, ADHESIVELY ANCHORED

. en

, , r!FORMED HOLE <TYP.l

', ', ', ',, ', r~· 0 X 6" BOLTS FOR ',,',, ',,',, ',~, ATTACHING RUBRAIL TO

', ', ',,', BARRIER RAIL <TYP.l

FINISHED GRADE

',, ',, ',> SEE ROADWAY STD. 862.03 ...... :)

' ( < ( &S<:Z( ( ( ( ( J -----------------------

SECTION E-E

GUARDRAIL ANCHOR ASSEMBLY DETAILS

ASSEMBLED BY : J.L. WALTON DATE : 5·28·09 CHECKED BY : J. t.IYA & E.G.A. DATE : 7112/10

DRAWN BY ' TLA 5/06 I ADDEO 5/I/06R Kt.lt.t/Ct.t

r~FCKFO BY : Clot 5/06

~ JT. c.> _j END BENfl

l I

FINISHED GRADE

I I

I lb. JT. c.>iTL...] END BENT I

I

FOR LOCATION OF GUARDRAIL ANCHOR ASSEMBLY. SEE "PLAN" BELOW

4"

r-+E

~· 0 X 6"ADHESIVELY ANCHORED BOLT FOR~ ATTACHING RUBRAIL TO BARRIER RAIL (TYP.l •

.

4E ASPHALT WEARING SURFACE

ELEVATION FOR LOCATION OF RUBRAIL, SEE ROADWAY STD. 862.03

GUARDRAIL :: :: ::

~· L- ANCHOR...:.:--, • '• '•

ASSEMBLY~ ~ 4" 4" 1-

1--

6'-77'~·

" .A -v

A A -v 'V

6'-77'~·

4" -4"

f--1 GUARDRAIL --'---1 ,.,. ANCHOR~· '' '' ASSEMBLY •' " "

1 1 II II

PLAN

LOCATION OF ANCHORS FOR GUARDRAIL END BENT I SHOWN. END BENT 2 SIMILAR.

.

.

NOTES THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A ~~"HOLD DOWN PLATE AND 4 - %" 0 BOLTS WITH NUTS AND WASHERS, RUBRAIL, AND ADHESIVELY ANCHORED BOLTS.

THE HOLD-DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36.AFTER FABRICATION, THE HOLD-DOWN PLATE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO Mill.

BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M291. BOLTS,NUTS AND WASHERS SHALL BE GALVANIZED. (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS, NUTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE %''0 GALVANIZED BOLTS, NUTS AND WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEER.!

THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL.FOR POINTS OF ATTACHMENT,SEE SKETCH.

AFTER INSTALLATION, THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A SHARP POINTED TOOL.

THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR CONCRETE BARRIER RAIL.

THE I 1/~" 0 HOLES SHALL BE FORMED OR DRILLED WITH A CORE BIT. IMPACT TOOLS WILL NOT BE PERMITTED. ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.

THE C6 X 8.2 RUBRAIL IS TO BE ADHESIVELY ANCHORED TO THE RAIL USING THREE ~· 0 X 6" BOLTS WITH WASHERS. LEVEL ONE FIELD TESTING IS REQUIRED, AND THE YIELD LOAD OF THE r~· 0 BOLT IS 12 KIPS. FOR ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS,SEE SPECIAL PROVISIONS. SEE ROADWAY STANDARD 862.03 FOR DETAILS AND LOCATION OF THE RUBRAIL.

tk JT. c.> v-END BENT I

tk JT. c.> ~END BENT 2

* *

* * SKETCH SHOWING POINTS OF ATTACHMENTS * DENOTES GUARDRAIL ANCHOR ASSEMBLY

"' .......... ,~"c·.c~~~,,~ l'~!.~··~·······~~~~~

i l ·· .. \ S f ;ttSEAL ! i • ; 1~855 : = \4>-t~~-::.~ l

,,,-::rfA·~····:.·;;.~~$ ,,,,,,€,,~ .. dt .... \;

PROJECT NO. B-4064 CHATHAM COUNTY

STATION: 10+21.00 -L-

SUTE OF' NORTH CAROLINA.

DEPARTMENT OF TRANSPORTATION RALEIGH

STANDARD

GUARDRAIL ANCHORAGE FOR BARRIER RAIL

I n•u~•vn~ II SHEET NO.

-l I I l I om. 10

ICUT 1\ STf)_ NO.l.RA/

~tts ?.7

I ' ..... ' U>i

0..

l' - a> - ' ;;.,

:p ;,.

t--s---L-51 '- 0 "

25 ' -6" 25'-6"

9'/z" 90. -00'-00"

1'- 7" 1'- 5"

r LATERAL GUIDE •6 01 DOWELS <TYP.l .r .. ..... 2' -6" X 8" X I " <SEE DETAILS TO PROJECT 9" ELASTOMERIC SHEET 3 OF 3l ABOVE CAP <TYP.l BEARING PAD <TYP. EA. ENOl TYPE I <TYP.l

<15 REO'D.l

--Tf'~ ~+·-·rf+~3r--·j_L•_(~~r'J'r~·:; )!.:;1 ci=±J . . ~~--~IT~ -- \ •II• •I ~ <---~ _-_._... . . ··-· ---- - -~~ - ~-~~~- -.. _______ .___~ _-_ ~_._... I '--- -:.:.~ b <TYP.l

@) \_

O«SVl I- '-' • '-"w ~ O::;o: "t- COo .. ~ (dolo

1'/z" EXP. JT. MAT'L. <TYP.l

OIVl I- w ' -' ~H q.O..

-' '="

W.P.•I/ 2' - 0"0 _/ COLLA~O~CYRPETE .)

FILL FACE J

n I • (t~-+-1\• • I I • ---il

2' - 10'/z" <TYP.l

1'-0" 1'- 10'/ . fyp"J" <TYP .~ '

,.<J:;:_ I

'.., L-L-1 /

~--. -

BLOC<OUT IN ~ WING <TYP.l <SEE NOTES)

(@

' a>

::..1 . a> '

~I . I~ ;.., ' "' 'f'

;,.

~------~----~

11'-0"1 2 ' -9'/z " I 21'-8'/z" I 21 ' -81/z " I 2' -9'/z " I . ... .. ... ... •· <TYP.l

PLAN

WORKLINEcL EL. 435.166 EL 434.329 13-•4 Ul (,) 1' -6" CTS. I TOP OF WING

TOP OF WING\ l <LEVELl CLEVEU •4 B8 UNDER •9 B2 • 4 B8 «> BLOCKOUT IN

c.> 4' -0" CTS. C2 REO 'D~ 8'-9" MIN. SPLICE [__ 4'- 0 " CTS. <13 REO'D.l ~l~GN~ils\ ~~ V//fi \ EL. 432.242 ;•5 B6 CONST JT r-7-·

N : ~ !/./././../, .[_4-•9 B3 • N 1/ TOP OF CAP B ~ A. FACE> 4-•4 B7 <TYP.l • -~ EL. 432.752 a:: 6 ~ EL. 431.732 o;;: 4-"9 B2 A +-., 2 -5 MIN. j' , v 6 Q_ "" ;( ? ~ /' - I I SPLICE /- - -·--- - • a. ~--- . r-~---: -- I I

1---r- ••• ··-···"··· f I f

C ,, / ) u, z ..

~ ~ ~ c % I · .. · z I c =t:--- _ \ )

~ f ~ 11 I I I 14-"9 Bl 11 I 11 A ._J I L~ I 14_. 4 Bs ~r~~PILE I L....., II 2-c~~~A~o~cy~~iE I I I 11 8

~ I I I LU~:2-~1_ 5p\~gP. Ll EL. 429.232 - ~ i I L}--1 OVER PILES EMBEDME~J. l ~ ~ L "5 B4 BOTTOM OF CAP

L---''--- • 9'/z" 9'/z " c2 BAR RUNS - <TYP.l J CEA. FACE> I PERMITTED • <LEVELl .lQ.. 8-"4 Sl & "4 53 6-"4 Sl & "4 53 II " 9'/z" 2'-5"MIN. 9'/z " 8-•4 52 & •4 53 9'/z" CONST. JT. <TYP.l ~

9'/ . c.> WCTS. c.> WCTS. \. SPLICEl <TYP.l c.> WCTS. <TYP.l 3" HIGH BEAM BOLSTERS c.> 5'-0" CTS •

• 4 Sl & • 4 53 Z 2-•4 52 &~ <TYP. BAY 3, 4, 5, 6l • 4 52 & • 4 53 8'-0" 8'-0':,

4 53 «> 11" CTS. 8' -0" 8 ' -0" 8 ' -0" 8' -0"

C BAY I l C BAY 2 l <BAY 3 l <BAY 4 l C BAY 5 l C BAY 6 l ~ HP 12 X 53 STEEL PILES

~ HP 12 X 53 STEEL BRACE PILES, I I I

DRAWN BY 1 A. K. PATEL DATE 1 ....!..!S!B_ CHECKED BY 1 J. MYA / E.G.A. DATE 1 7/12/10

13-SEP-20tl 12•413

ELEVATION NOTES: STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.

THE LATERAL GUIDE AT EACH END OF THE CAP IS NOT TO BE POURED UNTIL AFTER THE CORED SLAB UNITS ARE IN PLACE.

THE CONTRACTOR SHALL PROVIDE FOR INSTALLATION OF THE 4"0IAMETER DRAIN PIPE THROUGH THE WING WALL AS REQUIRED FOR REINFORCED BRIDGE APPROACH FILLS, SEE THE ROADWAY PLANS. REINFORCING STEEL IN THE WING WALL MAY BE SHIFTED AS NECESSARY TO CLEAR THE DRAIN PIPE.

THE CONCRETE IN THE SHADED AREA OF THE WING SHALL BE POURED AFTER THE BARRIER RAIL IS CAST IF SLIP FORMING IS USED.

,,,,,,, ..... ,, ~ ........ ~\~ CAR ''''.-. .-•~<:s .......... /){/. .. .

~ ~;p_~~-­f ( SEAL ··.\ \ : ; I~B55 : : \ .i;{1c-&~ / j ~~~:.-.. '!!;::-~/

.r::····u~·~i:-:rl ~ C?-6·1(

PROJECT NO. B-4064 CHATHAM COUNTY

STATION: 1 0+ 21.00 -L-SHEET I OF 3

STATE Of ~TH CAROLINA

DEPARTMENT OF TRANSPORTATION RAlEIGH

SUBSTRUCTURE

END BENT 1

I ""U~4V"~ II SHEET NO. --l -u J I J I DUEo II

JP,l,~s ?7

fl

2'-9"

2" CL.

1'-0"

~~ --1

1--IYz"EXP.~

JUAT'L i I ~

0 w u <-o._Z ,~ -a -:X: >"'

"'""' • <

~

:.,i

@

T <a O..o V>;...

N

I

---

2•r1 TO Hl

1'-9"

6'-3"

4-•4 VI l<l 11" CTS. <EA. FACE>

4'-6"

PLAN OF WING - CWD

•4 VI <EA. FACE > <SPACED AS SHOWN ABOVE>

EL 434.329

I ~X T~ <LEVEL>

~ dri ' 0 Ni-

3"

~ -~~w < uu

O..•< "'au.

' . N ;_.<( w

@-

1-~- i. r----i--·--tr·l

CONST.JT. r--:: ·-"' V>W

EL. 429.232 / BOTTOM OF CAP 8. WING <LEVEL>

3" HIGH B.B l<l 3'-0" CTS.

./'-

4x

• 1- u < u< o._,u. V>Qo

•< N ;._.~

ELEVATION OF WING - @V

DRAWN BY : A. 1<. PATEL DATE : .l.!.Q.§___ I · ...... n r,.. • _ · -- 7/1?/ln

z ~ 0 :X:

"' "' <-w ou w< u"­< • o._< ~~

I .... . ' \D

1'-0" 2"CL. u ""' 2"CL. ~

TO HI

~

FILL FACE 0~ Uvi_

CONST.JT~}_ ~~

·4V1x

LIE:

Ilviw 1-U ...- u< • ::; LL.. '0. ....,.< =-~

w u < "-<i '::! I .... • ' \D

3" HIGH B.B.

SECTION X-X

w u < u. <i '::! I .... • ' r-

2"C:I. ~ ~~-

:.,! I I 2"CL

t 1--+ 1-io"i\t t . - 11 r I r •4 V2

-~"'w 1---W :x: ,_u ...- u< .. "-,.!..0• ,., '<

~NST. T.

-~

FILL

;.....~

-,viw :X: 1- u u<

""~"::;LL.. • 0 . ' '< "'"·w --

FACE

...._ 3"HIGH B.B.

SECTION Y-Y

2'-9"

1'-0"

~ 2" CL. --

""10 o._, V>;...

FILL FACE N

~r . "45]}1

~~~ ., "Z 1. J L.,L T . T i!ITOiil rt: -

z ~ 0 :I:

"' "'-<W

u D< wu. u <<i o..w !C-I .... . ' r-

_jri 3" u -' 0 Ni-

4-•4 V2 l<l 11 " CTS. <EA. FACE>

4'-6"

6'-3"

1 ' -9"

PLAN OF WING - @_

3"

l "4 V2 <EA. FACE >

( SPACED AS SHOWN ABOVE > Y 4---, EL 435.166 /.,I , I TOP OF WING .L__ <LEVEL>

-~~w < uu o..•< "'ou.

' . N ;_<[

w @-

-~~w < uu a..•< "'ou.

' . I"") ;:...... <(

w @-

J

N

c:: :::J 0

l a..

• ...., c:: :::J 0 a.. -

c:: :::J 0 a..

PROJECT NO. B--406-4 ___ ...I.

EL. 429.232 CHAT HAM COUNTY ..LD, ,......

y._J BOTTOM OF CAP 1 O 21 00

3" HIGH B.B l<l 3'-0" CTS.

& WING <LEVEL> sTAT I ON: + • - L -

ELEVATION OF WING -@

~ .................. ~~··c·A'ii*'''~ ~~<::.~ .......... ,0{/. ... .. ~~--~·-"'' ... l i ··':' \

~ i SEAL \ i 'S \ 14855 ; = \~£~~/ i ~,,,~4··········~1 . r\''i'·i·~,:Jii( ~~0 C{-6·••

SHEET 2 OF 3

STATE Of NORTH CAROllN.t.

DEPARTMENT OF TRANSPORTATION RALEICH

SUBSTRUCTURE

END BENT 1

l REVISIONS II SHEET NO.

NO[j'f{_ ~ u J•oJ BYo J OATEo IZ

~a1 1 1:1 u 1 11 ~~·ts

lhMINIMUM OF 3- ONE CUBIC FOOT BAGS OF •7BM STONE

6" C MIN.> PIPE BAGS SHALL BE OF POROUS. FOR DRAINAGE FABRIC,SECUREL Y TIED.

[1 _q ~ ~

GRADE TO DRAIN

TOE OF SLOPE

.....

BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE,CORRUGATED S1EEL,CORRUGATED ALUMINUM ALLOY,OR CORRUGATED PLASTIC. PERFORATED PIPE WILL NOT BE ALLOWED.

BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT I1 BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY 1HE ENGINEER. BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER­MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.

NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR THE SEVERAL PAY ITEMS.

TEMPORARY DRAINAGE AT END BENT

FILL FACE

4-•9 B2

1'-0" 9" 1'-0"

I I I ~ fk "6 D1 DOWEL

2" CL. -:----'~ MDflll ["4_j3~ 1

CTS. •4 BB

"5 B4 EA. FACE "4 54 "'I~ w~ H-0:: • <;:, >,

2-"9 Bl 7 2" CL- c TYP-l

2-"9 Bl

I ~3" HIGH B.B.

\

3

12 ' It HP 12 X 53 ~ STEEL BRACE PILE

1'-4 'h" 2'-9"

SECTION A-A

DRAWN BY , A. K. PATEL DATE , 7/06 l CHECKED BY, J. MYA 8. E.G.A. DATE, 7/12/10

c-.,

h. fk-< BACK GOUGE t

DETAIL A 0 '---

Ul

BACK GOUGE DETAIL B

* * PILE VERTICAL PILE HORIZONTAL OR VERTICAL

Go• ·to•

+~:+ 0" TO Ye".,ll ~

0 1-

0 * POSITION OF PILE DURING WELDING. DETAIL B

PILE SPLICE DETAILS

1'-0" 9" 1'-0"

FILL FACE

T -~- -~ ~fk "6 Dl DOWEL

2~I~·l 1~1-r---.~~ .

"' w

, •• , 83 m. •5 BG EA. FACE

•4 _, H 0:: <[

>

: t "" ' ;...

'5 B< EA.CACE 9

2-"9 B1

3" HIGH B.B. z·-o·"' 1 CONCRETE COLLAR \3

. HP 12 X 53 ERMITTED CONST. JT. T I l12 ~~'I ~TEEL BRACE PILE ' "''·' _ls--i ~~I X 53 I I " fk HP 12PILE I '-4 ''!:" I 1'-4 'h -STEEL 1 2 , ,

2'-9"

SECTION B-B

BAR TYPES

l"'f CD ~"'·I !'-3" 50'-7" '1'-3"

I I I I I

HK. c ® ,.,. I 23'-10" ·I B2 1'-3"

I I

35'-6" B3

~[~ I. 4'-2" .I

. I' ~~ ........

' ,."' u-.:::;.: ' -N .. •

N

~!Vi

"' I

0 /

0

I. z·-s· .I

I 4Y2· I 2·-5· I 41j2· •

1 HK. ( ® ) HK.

Sl ~

• I • "" <.0 ' ' :...1 ;...

~:LAP.

\~/

®

1"::.1 :: 1: ::::: :1

0)

ALL BAR DIMENSIONS ARE OUT TO OUT.

IY2" EXP. JT. MAT'L.

n 2"CL. MIN. 6"~~~.

I I

PLAN

"4 U2

ELEVATION

LATERAL GUIDE DETAILS C RIGHT LATERAL GUIDE SHOWN, LEFT LATERAL GUIDE SIMILAR >

"" ....... ''\~"C.AR'''''4,. ~~ ... ~~···········~~~ ...... i /::ti~:·: .. \

E f <t""sEAL·v- \ : : \ 14855 i : \~\~;.....,.<,~/ i ":o; .. :.'tiiNL~ •• ~ ~ ... ············~$

"#,,,,,,4 .~~ ...............

BILL OF MATERIAL END BENT 1

BAR NO. SIZE TYPE LENGTH WEIGHT

B1 4 "9 1 53'-1" 722 B2 4 "9 2 25'-1" 341 B3 4 "9 2 :36'-9" 500 B4 2 •s STR 50'-8" 106 B5 8 •4 STR 26'-7" 142 B6 2 "5 S1R 29'-2" 61 B7 4 •4 S1R 18'-8" 50 B8 15 "4 S1R 2'-5" 24

Dl 30 •6 STR 1'-6" 68

HI 26 •4 3 4'-10" 84

K1 12 •4 STR 3'-5" 27

51 15 •4 4 7'-5" 74 52 35 •4 4 8'-0" 187 53 50 •4 5 3'-2" 106 54 14 "4 6 6'-6" 61

U1 1 13 "4 7 4'-11 H 43 U2 J 4 •4 7 4'-5" 12

VI 1 18 1 •4 STR 4'-9" 57 V2 18 •4 STR 5'-7" 67

I I REINFORCING STEEL LBS. 2732

CLASS A CONCRETE BREAKDOWN :

POUR "1 CAP,CONCRETE COLLARS & LOWER PART OF WINGS

C.Y. 17.6 POUR "2 UPPER PART OF WINGS

POUR "3 C.Y. 1.4

LATERAL GUIDES C.Y. 0.1

TOTAL CLASS A CONCRETE C.Y. 19.1

HP 12 X 53 STEEL PILES NO. 7 LIN. FT. 70

PROJECT NO. B-4064 CHATHAM COUNTY

STATION: 10+21.00 -L-SHEET 3 OF 3

STATE Of NORTH CAROliNA

DEPARTMENT OF TRANSPORTATION RALEIGH

SUBSTRUCTURE

END BENT 1

.....;;.-"'irr--,----~l SHEET NO. 1'3

TOTAL SHEETS

1'-0"

-

\

\

r+x EL. 431.683 TOP OF CAr--,

3-•4 U3-zli'==~ -

= r-

~2~6~~ BOTT. OF CAP

<LEVEL>

+ 47'-6" -

23'-9" 23'-9"

22'-7'/z" 22'-7'/z" 1'-0* ..JYi:_

2'-6"' ,., 1" ~ ~ BEARING --, SPAN 8 "6 01 DOWEL\~ ELASTOMERIC BENT I -L-~ TO PROJECT 9" BEARING PAD CONTROL LINE - 1'-7" 1'-5" ABOVE CAP <TYP.> <TYPE I. SPAN B> /90°·00'-00" <TYP.) <TYP.l

<15 REO'D.> W.P. "2\

<TYP,)

1-

\ \-·······. \ \ '\ .. -··· .................. ~0 · ..

- . I • • I I • • I I::-•·; .: ::-•·; I I • -.. • I I • • J I • • I I • • I I • \ • I L\• • I I • • I l • J I • / • I -F? ... 1-+-- -•+H-- - -+ r--T z: IX) - -+- - ---:-- - -- - -- - __.____ - -- II ~ - -- - -- - -- - ~ - ~ - -- - r--- ' r-- --

~--- ~ t 0 I· • I I • •II•.., •II•.: •II• ·II· •II• •II II• •II• II •II• \•I Ed •1+-- -PF ;.-,

'· ..... ·· \ ·· ........... ·· r ~ 7

OR LATERAL G DETAILS, SEE SHEET 2 OF 2 <TYP.>

.........

.-- •4 U2 A+-, 6-"11 B2\ , :.....

'-

,--.......~

'- 1 r

:.....

A+-1 II_] I SP-1...:..;_ I

3"HlGH SEA" BOLSTERS ~ (;) 5'-0" CTS. I I * 7-•5 Sl «l I'-3"CTS. 2"

10'-0" I I I I

I

\

* 5-•5 Sl «l 6" CTS.

- - -

ELASTOMERIC BEARING PAD <TYPE I. SPAN A>

9Y" :::..<...1.....

13'-7" MIN. SPLICE

I "4 B7 UNDER "II B2 «l 4'-0" CTS. <3 REO'D.>

·-··

T t

1 I

-:/.5 B4~ 6-"ll Bl <EA. FACE>

8'/z"

~ 911: " - _::..!.L

~WORKLINE

3'-0* I MIN. SPLICE

* 16-•5 52 «l I'-3"CTS.

I

13'-9" J 27'-6"

I ~ DRILLED PIER I

I 12-"10 M1

I I f-...j.L r--SP-1

~~ I f~

PLASTIC BOLSTER <T YP. EA. Ml BAR>

0.: ·>-

-'>-u-27 HC.. ::::!!Vl

~0 >-

t

l*INVERT ALTERNATE STIRRUPS!

ELEVATION REINFORCING STEEL,DIMENSIONS AND DETAILS ARE TYPICAL FOR

EACH DRILLED PIER

<!) ;....

IY2"EXP. JT._j 1'-7" 1'-5" MAT'L. <TYP.>

rTYP.l rTYP.l

SPAN A FOR LATERAL GUIDE

- ·- ----

r6·•n., CONST. JT. TOP OF CAP

\"5 B5

<TYP.>

6-•4 B6~ s+-, , <EA. FACE> rt-~ Y+, I Tl

-I- :ji l53-•4 U4

1-- -,--....... ,--.......

1,1 F =

I f-- :;;

(' c-CONST. s+-1 "4 U2-' y~

JT. <TYP.l

aY?" * 5-•5 52 2"

• 6"CTS. T I ~ *7-"5 52 «l I'-3"CTS.

13'-9"

~ DRILLED PIER 2

0 >- -·0.:

-'>-u .... z-H-::::!!::::!! . ..,

f

I

I I I

I 3'-~"0 I DRILLED PIER

.I l

I I

I f~

\ EL. 413.933 BOTTOM OF DRILLED PIER

10'-0*

•''''o\V. CA11o .• l~~~{j.Si(j;~i;--­f (d:SEAL·.;:·..., \

! ' 14855 ; ~ \ 4;.[-~c· ..:~ / i ~ .. ~~4· .. '!!!:"::·~1 .() "'r·:~~-~ ... ~

-

A. K. PATEL DATE , 9/29/06 DRAWN BY : ~~~ CHS·«

CHECKED BY : J. MYA & E.G.A. DATE , 7/13/10

3'-8"

1'-10" 1'-10" ~- .1.

BENT 1---, CONTROL LINE W

I

c.. .. u

0 >­z H

a. r . ,...,

I

I I

nlr

3'-0"0 DRILLED PIER

r 12-"10 Ml

I I

dl_ SP-1--+-h I z::::!! I l\<-.1. Ho ::::!!>-

~

!...I· _z ,H

;....::::!!

I ST. JT. t2 <TYP.>

f-~ DRILLED PIER

'1--', Uc., ;iVl Ho ::::!!>­. ,...,

* I~ ~I t

END ELEVATION REINFORCING STEEL.DIMENSIONS AND DETAILS ARE TYPICAL FOR

EACH DRILLED PIER

PROJECT NO. B-L1064 CHATHAM co

w a H

..,,G~ a:: -'::::!! :::> <(. 0 a::«> c.."-' >­

<(

-'

Nlz 0:: ~a.. :::> - <( o•u c..'?

..,..

a:: w H c..

a::_, -~s :::>_, OH c.. a::

a

'i' ~

UNTY STAT I ON: 1 0 + 21. 0 0 - L -SHEET I OF 2

STATE OF NORTH CAROLINA

DEPART~ENT OF TRANSPORTATION RAlEICH

SUBSTRUCTURE

BENT 1

I ""•~•v"~ II SHEET NQ, ··-1 -·· I -·-- l.__f - I 14

Wtts

~'%) "'-<. \. ~

tk DR ILLED PIER I

4" CL. TO - r- SP-1 CT YP.l

-r

_,_I 3' -0" 0 DRILLED PIER (TYP.l

tk DRILLED PIER 2

-~·~--#- _ L =~ :c::_oo~oo _· BENT 1 -

I\_ CONTROC CINE I

I

12-·10 I ON 1 ' -0~" ~ ~%" CTS.

. : AD IUS (TYP.l _ 13·-9· .I ----,,_.. 13'-9' :I

PLAN OF DRILLED PIERS

NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.

HOOKS ON "M" BARS MAY BE TURNED AS NECESSARY FOR PLACING REINFORCING STEEL.

THE LATERAL GUIDE AT EACH END OF THE CAP IS NOT TO BE POURED UNTIL AFTER THE CORED SLAB UNITS ARE IN PLACE.

ALL STEEL IN THE DRILLED PIERS IS INCLUDED IN THE PAY ITEMS FOR "REINFORCING STEEL " AND "SPIRAL COLUMN REINFORCING STEEL~

3'-8"

_j~ uZ ..... ~:::<

II " 7" 8" 7" II" l =~:.6·~: l I. I. I I

G-•11 B2 ·f "5 B4 ((A. F ACEl It

•5 B4 ((A. FACE I It

•5 B4 (EA. F ACEl D. :i:

Vl ..... w:::. ~ ;-<[ 0 >,

•5 B4 (EA. F ACEl ' <Xl

"5 SIL_..ojt---f

G-•tt Bl I 1.1' • :. • ._II '?I 'lT

3"HIGH B.B.~ 1'-1" TI,.IG"

DRAWN BY 1

I ' -1 "

1-z_ BENTTR~L LINE CON

SECTION A-A

A. K. PATEL DATE 1 9/29/061 J. MYA & E.G.A._ DATE 1 7/13/10

v

6 · ·11 B3

"5 B5 (EA. F ACEl

•5 B4 (EA. FACEl

•5 B4 (EA. FACE I

"5 B4 (EA. FACE!

•5 B4 (EA. FACE I

3' -8"

THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE LONGITUDINAL REINFORCEMENT FOR THE DRILLED PIERS IS DETAILED WITH 3 FEET OF EXTRA LENGTH.

II" 7" 8" 7" II"

r. ~

~·.

I -.---)'11

--~~ CTYP.l

. <Xl

Co .,"lu Vl w ..... 0:: <[

>

r-"4 U2

"4 U4

,_., " I : I ~ I ~ :: IJ.i..I :~, . · -•" ·~BE;!

I -l

3"HIGH B.B.~

CONTROL LINE

SECTION B-B 6" I 1' -4 " 1' -4" 16"

VIEW Y-Y

0 '

. 0 '

0 '

. 0 '

:0

BAR TYPES ALL BAR DIMENSI ONS ARE OUT TO OUT.

I "'· c CD :J "'·I 1' - 7" 1 47'· 1· 11'-7" . . . . .. .

.,. :::l

o6

~I S

3'-4" Ul

3'-2" U2

3'-6" U3

4'·5" U4

6" U5

;ttj®l HK. Ic ®

B3

1' -7" I 26'· 11" B2

1' -7" I 33 ' -10"

14IJ_'- 5~~~~-~--~~8~'-~5· ____ ~~ .1 Ml I Yz EXTRA

• ~ ~TURNS ,;_ I

("'. /'

G)

~T~ ~

~I! ,._ -' ' ~ ~

I_ 3' -4 " _I v; I ~ -,

"4 B7

LEVEL ~1 +

b~ ® l'/2 EXTR~

TURNS I

. '"'"'G 1.2'-4" 0,1

:,.l

:01~ :::< IfF] vi

~IG

Wz" EXP. JT.7 t:l ef.-le MAT 'L. L..

-1--Jel I J~ ~

ELEVATION PLAN

•4 U3

LATERAL GUIDE DETAIL (RIGHT LATERAL GUIDE SHOWN,LEFT SIDE SIMILAR!

CU2

-J

6" I 1' - 4" I 1'- 4" jG" I a • I l I l I

VIEW X-X

' 0 '

. 0 '

0 ' ;....

' "'· ~ .......... ,,~ .. c·AR'''''''"

$ .. ~~":.·········~~~ .. ~ ! /.:3~·: .. \ : f4:"'"SEA~'f '; i i ~ I~BSS l i \~\.f1c~~-::.~/ ~ ·········"-P.. ..... .:t n"••.f.S R. t~~· ~ IJ~·tmO;.AJA.

-l>q-15-<•

""10 . ' ' . .,.-@

d

BILL OF MATERIAL BENT 1

BAR NO. SIZE TYPE LENGTH WEIGHT B1 6 •11 I 50 ' - 3" 1602 B2 6 •11 2 28'-6" 909 B3 6 •11 2 35 ' -5 " 1129 B4 8 "5 STR 47 ' -2" 394 B5 2 °5 STR 23'-3" 48 BG 6 •4 STR 17'- 3" 69

7 "7 8 A t""Tn ""' ~ .o - • - -B, 7 • 4 I STR I 3' -4 " I 16

Dl GO •G I STR I 1' -6" I 135

Ml 24 •to I 2 I 19'·10" I 2048

Sl 12 •s I 3 I 11'-6" I 144 52 28 •5 I 3 I 12' -1" I 353

Ul 12 •4 I 4 I 6'-4" I 51

U2 9 •4 I 4 I 5'-8" I 34 U3 3 •4 I 4 I 6 ' -0" I 12 U4 3 •4 I 4 I 6' -11" I 14 U5 8 •4 I 4 I 3'-6" I 19

REINFORCING STEEL 6977 LBS •

SPIRAL REINFORCING STEEL

SP-1 I 2 1-* I 5 I 251' - 4" I 524

SPIRAL REINFORCING STEEL

CLASS A CONCRETE BREAKDOWN

POUR •2 (CAPI POUR •3 (LATERAL GUIDE!

TOTAL CLASS A CONCRETE

524 LBS.

28.9 C.Y. 0.1 C.Y.

29.0 C.Y.

3'-0" 0 DRILLED PIERS DRILLED PIER CONCRETE POUR •1 (QRILLED PIERS! = 7.2 C.Y.

3' -0" 0 DRILLED PIERS IN SOIL, LIN. FT. = 14.5

3'-0" 0 DRILLED PIERS NOT IN SOIL, LIN. FT. = 13.0

PERMANENT STEEL CASING FOR 3'·0" OIA. DRILLED PIER LIN. FT. = 15.4

llelf CSL TUBES LIN. FT. = 130.0

*THE SP-1 SPIRAL REINFORCING STEEL SHALL BE W31 OR D-31 COLD DRAWN WIRE OR •5 PLAIN OR DEFORMED BAR.

llelf NO SEPARATE PAYMENT WILL BE MADE FOR CSL TUBES. CSL TUBES WILL BE INCLUDED IN THE UNIT BID PRICE FOR DRILLED PIERS •

PROJECT NO. B-LI06LI CHATHAM co UNTY

STAT I ON: 1 0 + 21.0 0 - L -SHEET 2 OF 2

STATE Of NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION RALEIGH

SUBSTRUCTURE

BENT 1

II SHEET NO.

~r-----r------,,,-a-.-,_,1,--o-.r-E.--~ 1s

1a1 L Ill I =ll ~7-r.

1' - 0"

!TYP.> I I

~-~--- ,..---,

~ ' '

;;,-'?

"' I

2'-9Yz"

TOP OF CAP EL. 431.434

~ IYz" EXP. JT. MAT'L. !TYP.l

)

r- r -.

81«~Vl ::: <.3 _I NO:W

;:::CD~ ~ (dlo

21 ' -8112"

-- ---T-\

Ollll >- w ' -' ~H <,-CL ~(dl

/-T-

L-~ t-L- EXTENDED

TANGENT

•- e . • ,~~ 90• -oo·-OO"

-· \ :'-T-

21 ' -sYz"

FILL FACE}

-- - ~

-T-

BLOCKOUT IN WING !TYP.l !SEE NOTESl

:' r- r- 1 '\

2'- 9Yz"

:, '

~I " ;;., '

- lo

.~~·-en N '

Ie •TI'f·; ...L~~:\1 I • • I I: .• : ~ : •. :I ·--:- - ·. ,. I I ) . ~- - 1 1' 1 • • I I :.~-~~-~t I I· ·11 :·~-l -~·:II· ·11:·~~-~-:~:11· •I .... J,' 't: uz _ ...L :

·-----~ • - --e-f Er-=1~] • I l ·~-~-:·

~- -~- .. ~ ..

in

~I ' ;;., ;_

I ...L _

TOPOFJ EL 431.483

EL 434.049

\_LATERAL CUI~ !SEE DETAILS SHEET 3 OF 3l !TYP. EA. ENOl

SEE PLAN

!LEVELl TOP OF WING\ I FOR ELEVATIONS

.. ____ .. ..

25'-6"

.. __ _ ..

•6 01 DOWELS _y TO PROJECT 9" ABOVE CAP !TYP.l

•4 B8 UNDER •9 B2 <V 4'-0" CTS. !2 REO'D~

8'-9" MIN. SPLICE

LU 1' -7" I 1' -5"

!TYP.l !TYP.)'/~'7

91/z"_j/

51 ' -0"

PLAN

WORKLINE ~

EL. 431.944

\_ ,._,., ,., ,. ELASTOMERIC BEARING PAD !TYPE Il !TYP.l 05 REO'Dl

4' -0" CTS. 03 REO 'D.l

•'J·''o

2·-o" 0 A' I COLLA~O~CYRP~;E _/ ......._...

25'-6"

13-•4 Ul <V 1'-6" CTS.

BLOCKOUT IN WING !TYP.l !SEE NOTESl

1' -0"Jl ' -lGYz" . . . . ~ TOP OF CAP I "- EL. 432.503

!TYP.l !TYP.l

2 ' -lOYz" !TYP.l

EL. 434.886 I TOP OF WING !LEVELl

P}r~ rt··88• ...., .

~--~ \ f:'" z (j,_., B3 CONST. JT. SEE PLAN N a:>-<

~A /TOP OF CAP ~ A. FACEl b a: :::J::. o;;:

{4- •9 B2 2'-5" MIN. \q) FILL FACE B .c4-·4 B7

!TYP.l /FOR ELEVATIC

:::J 0' 0 n...o 7>- SPLICE n. ~ ::....'.:::

I I L.-.- J ). , I

c~ -.-· .... .I ' . ..oz - 'H ;;.,::;;

( I .. a: z ! :::J 0 n. t:

74-#9Bl ~cL ILW I I LW 1''-0"- ~AI UJ~2-0"0C0)7 I 14-·4 B5 1-lD I l ' >-:->- MIN. PILE - EMBEDMENT

~ ~ _ !TYP.l OVER PILES - !2 BAR RUNS-

.l2: 6-•4 Sl & •4 S3 COLLAR !TYP.l 2'-5" MIN. BYz" 6-•4 S2 & •4 S3

<V II" CTS. SPLICE> !TYP.l <V ll"CTS.

•4 Sl & •4 S3 !TYP. BAY I & 2l

!TYP. BAY 3 THRU 8l

6'-0" 6'-0" 6'-0" 6'-0" 6'-0"

~ HP 12 X 53 STEEL PILES (BAY I l (BAY 2 l (BAY 3 l (BAY 4 l (BAY 5 l

~ HP 12 X 53 STEEL BRACE PILES

ELEVATION

DRAWN BY 1 A. K. PATEL DATE. 7/06 CHECKED BY : J. MYA DATE ; 7/06

13-SEP-20tl 12t41

I

~ I(_ :=-.::: c-_ : z 1: ; _,

.1.

H- L_. f FU I \_,_~~ ',',~~;' l 4-l _}\_, B PERMITTED

BYz" •5 B4 I CONST. JT.

!EA. FACEl !TYP.l

!TYP.l 3" HIGH BEAM BOLSTERS <V 5'-0" CTS.

6'-0" 6'-0" (BAY 6 l (BAY 7 l

NOTES: STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.

THE LATERAL GUIDE AT EACH END OF THE CAP IS NOT TO BE POURED UNTIL AFTER THE CORED SLAB UNITS ARE IN PLACE.

THE CONTRACTOR SHALL PROVIDE FOR INSTALLATION OF THE 4"DIAMETER DRAIN PIPE THROUGH THE WING WALL AS REQUIRED FOR REINFORCED BRIDGE APPROACH FILLS, SEE THE ROADWAY PLANS. REINFORCING STEEL IN THE WING WALL MAY BE SHIFTED AS NECESSARY TO CLEAR THE DRAIN PIPE.

THE CONCRETE IN THE SHADED AREA OF THE WING SHALL BE POURED AFTER THE JOINT BETWEEN THE DECK AND THE APPROACH SLAB HAS BEEN SAWED AND THE PARAPET AND END POST ARE CAST IF SLIP FORMING IS USED.

6'-0" (BAY 8 l

~., .... , .. ,, .. ~ .. c·.;,:q·····,,,. .:"' r;::,~'.-····-. . .OlQt,~ ! ~;~tssri.':·:~ \

§ f~-SEA~¥\ \ : ; 14855 l :

\~\.~---<~/ l ~ •• -.'\.ofl'lt."".•" ... ,, ....... ··1:1!.$ ~,,.,,;~,,~ ~~ .... ~'''"

)

)

4- "" EL. 428.934 BOTTOM OF CAP

!LEVELl

.lQ:,

l--z._•4 S2 & •4 S3

PROJECT NO. B-4064 CHATHAM COUNTY

STAT I ON: 1 0 + 21.0 0 - L-SHEET I OF 3

SUTE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION RALEIGH

SUBSTRUCTURE

END BENT 2

I .. , .. o.v .. o II SHEET NO. 0 -1 -u I I l I OA TE• I b

J/i!tl-s

2'-9"

1' -0"

4'-6" 1' -9"

6 ' -3"

PLAN OF WING - ~

z "' a I V'l

V'l ... a w u ... c._

~

I .,. • ' "' '

w u <t u.. ... ~

3"

J <B vi w ,,_u <t u <t c._,u. V'la•

' <t N ;.._.~

'----

.-

<B viw ,,_u <t u <t c._,..._ V'la •

•<t N ;_,~

"4 VI< EA. FACE l -

< SPACED AS SHOWN ABOVE l

X~

' •' •' I 1 •,

-- ~ -' ·-·-l· ·····-·-·- ' '-'

Ll CONST. JT. ' ' ' ' ' ' ' ' ' '

/"- ' ;"-.

x.-J ~IGH~ r.> 3'-0" CTS.

EL 434.049 TOP OF WING

<LEVELl

\~6-•4 Kl

' ' ' '

~ EL. 428.934 -----· -- -. & WING <LEVELl

ELEVATION OF WING - (.ViD

DRAWN BY : A. K. PATEL DATE 1 7/06 CHECKED BY: J. MYA & E.G.A. DATE: 7/12/10

N

a:: ::J a

~ c._

~~ -a:: ::J a c._

'

' '

'

w u <t "-... ~

I .,. . ' "'

_lvi_ II-W uu ,. . ...: • au. ;, ~< @~

Ilviw i-U ..,. u« • ' u. 'a. ...., ' ...

::....~

1' -0 "

SECTION X-X

FILL FACE

1' -0" 2" CL.

TO HI

____j_

_

1

viw I ,_u ..,. u<t • ' u. ~ ?.<

::....~

-~viw Ii-U u«

... ,u. • a . ' ' <t ""·w --

w u ... u. ... ~

I ,. . ' r--1

3" HIGH B.B.

SECTION Y-Y

N I

a:: ::J i a I c._

a:: ::J I a ' c._

!

...., a:: ::J a c._

2'-9"

1'-0 "

1' -9" 4' -6"

6 ' -3"

PLAN OF WING - {jZJ_

"4 V2 < EA. FACE l 3" < SPACED AS SHOWN ABOVE l r EL 434.886

~y TOP OF WING <LEVELl

~! -' '

' '

6-•4 Kl_/:

'I vi_ ~ ,1-W

<t uu C..•<t V> au.

l CONST. JT.- ' . N ;_,< ' w ' ,1 <B-'

~-== _...; H- --- ----- I I

: vi_ ,1-W

I <{UU C..•<t I V> au.

I ' . ,......, ::..... <{

I w I (B-I I I

/ I

EL. 428.934 I 4Y BOTTOM OF CAP & WING <LEVELl 3" HIGH B.B

r.> 3' -0" CTS.

ELEVATION OF WING - fZJ_

~ .............. ~ .. c·A~,,,,,,,. .,.::·~~~··~·""··~~~-~ i l \ \ a f~SEAL \ i :: \ 14855 : :

\ ~\f1c-"'~/ J ""' .. ~~--· .. ~,. ......... -~., ,,,,,~ R.~_ ........... ,,,

z 3: a I V'l

V'l <t

0 w

~I ~

I ... . ' ,.._

w u <t u.

... ~

------- --- -----

PROJECT NO. 8 CHATHAM

STATION: 10+21. SHEET 2 OF 3

STATE OF NORTH CAROL

DEPARTMENT OF TRAN RALEIGH

SUBSTRUCT

END BENT

~1

iolz. ' .... c-.,::<

~MINIMUM OF 3- ONE CUBIC FOOT BAGS OF •78M STONE

6" C MIN.l PIPE BAGS SHALL BE OF POROUS. FOR DRAINAGE FABRIC.SECUREL Y TIED.

[l zc _:!] Ill~

GRADE TO DRAIN -TOE OF SLOPE

BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE,CORRUGATED STEEL,CORRUGATED ALUMINUM ALLOY,OR CORRUGATED PLASTIC. PERFORATED PIPE WILL NOT BE ALLOWED.

BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER. BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER­MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.

NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR THE SEVERAL PAY ITEMS.

TEMPORARY DRAINAGE AT END BENT

D1 DOWEL

FILL FACE

4-•9 B2 CTS.

"5 B4 54

2-"9 B1

2" CL. C TYP.l

'/2" 2' -9"

2-•9 Bl

I '--- 3" HIGH B.B.

\

3

12 • ~ HP 12 X 53 ~ STEEL BRACE PILE

SECTION A-A

,_,.,

'

~~z. <0H ':::i! c-.,

DRAWN BY 1 A. K. PATEL DATE ' - 71_0~ . I

BAR TYPES

fk-< BACK GOUGE~ BACK GOUGE DETAIL B

I. ,": . .f 5~- l. ,": .. 1 1

, 4'/2" l 2·-s· l4'/2" .1

HK. ( ® ) HK.

DETAIL A l= '--s• * HORIZONTAL *PILE VERTICAL

t

PILE ERTICAL OR V

60 • ·to• -o•

f~!+ 0 " TO '/a".ll ~

0 t-

0 * POSITION OF PILE DURING WELDING. DETAIL B

PILE SPLICE DETAILS

' ;;£

4- •4 B7

1' -0" I' 9" : I' 1'-0"

~f!-STJJ 'k. "6 D1 DOWEL I FILL-:] I 2" CL I FACE MIN .. ! 11~·4f=j

·I ! I '

CTS. ;_ ;;:;::::1 x - -q> ~

54 ,_,.,

,_,.,

'

3" HIGH B.B. . o· 0 1 2 - COLLAR 3

CONCRETE ~ \~ ' q;_ HP 12 X ~3 PILE PER•tn,',~'·' ,:.__J I CONST. JT. I 112 Ill STEEL BRAC

53 I ''! " q;_ HP 12 X I 'I" I 1'-4 2 -STEEL PILE 1' -4 2 , ,

2' -9"

SECTION B-B

HK. c 0 I

1' -3" 22 ' -5" B2 1' -3" 37' -0" B3

~[~ I 4·-2 · • I

. ,. ~~ ...- .... "" :I:

0 /'

~lf1 I 0

~I Vi I. 2·-s· . I

Sl ~

~: LAP.

\~I

®

1."::.1 ::1: ::::: :1

+--+--

. ,.., '

0 . 'f'

ALL BAR DIMENSIONS ARE OUT TO OUT.

IY2"EXP. r-f' ~

2" CL.

~

~~

;;-:~:L 7Hi5T.JL

·TI , lz. <.DH

:::;;

-r· '4 U2_SI

t

•4 U2

PLAN ELEVATION

LATERAL GUIDE DETAILS CRIGHT LATERAL GUIDE SHOWN,LEFT LATERAL GUIDE SIMILAR l

~,. ......... ,~"C.A.R'''''~ /~~~····~······-~~~~ :: l · ... '\ § f SE.AL \ ~ : ' 14855 ' :

\~r~~/ ~ '#,,;::Q~·-········~1

~.,,SR.~~~

r&iw~A--q '7·1/

BILL OF MATERIAL END BENT 2

BAR I NO. I SIZE I TYPE I LENGTH !WEIGHT

2" CL.

Bl 4 "9 I I 53'- 1" B2 4 •9 I 2 23 '- 8" B3 4 •9 I 2 38' -3" B4 2 •5 I STR 50' -8" B5 8 '4 I STR 26'- 7" B6 2 "5 I STR 30' -9" B7 4 •4 I STR 18'-8" B8 15 •4 I STR 2'-5"

D1 30 •6 I STR 1'-6"

HI 26 •4 I 3 4' -10"

K1 12 •4 I STR 3'-5"

Sl 13 •4 I 4 7'-5" 52 37 •4 I 4 8' -0" 53 50 •4 I 5 3'-2" 54 18 •4 I 6 6'-6"

U1 13 •4 I 7 4' -11" U2 4 •4 I 7 4'-5"

VI 18 •4 I STR 4' -9" V2 18 "4 I STR 5' -7"

REINFORCING STEEL LBS .

CLASS A CONCRETE BREAKDOWN

POUR •1 CAP,CONCRETE COLLARS & LOWER PART OF WINGS

C.Y. POUR •2 WINGS

POUR "3 LATERAL GUIDES

C.Y.

C.Y.

TOTAL CLASS A CONCRETE C.Y.

HP 12 X 53 STEEL PILES NO. 9 LIN. FT. 90

PROJECT NO. B-4064

722 322 520 106 142 64 50 24

68

84

27

64 198 106 78

43 12

57 67

2754

18.2

1.4

0.1

19.7

CHATHAM COUNTY

STATION: 10+21.00 -L-SHEET 3 OF 3

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION RALEIGH

SUBSTRUCTURE

END BENT 2

I REVISIONS II SHEET NO. No1 BYo J OATEo ( Noj BYo J OAT Eo 18 111 I 131 I II WE'ts

• .,1 I !All I ""2.7

SHOULDER LINE

SHOULDER LINE

~0 00

0

~

. 'f Ln N

. <.J)

' Ln N

N

r-c

N

oo Oo 'b

I. 20 -o· • I L..c

I Yz: I

~ 1' -0" MIN. EARTH BERM

NORMAL TO CAP EL. 428.732

1 Yz: 1

~ <6

END BENT 1

ASSEIABLED BY: A. K. PATEL DATE: 1117/07 CHECKED BY : J, MYA / E.G.A. DATE : 7/13/10

DRAWN BY : FCJ 2/88 t<t. v. , 111/98 R<v. 8/IG/99

REK/RWW RWW/LES

-L -

PLAN

I Yz: I

1' -0" MIN. EARTH BERM NORMAL TO CAP

EL. 42B.434

I Yz: I

a cOl­CjN

N

~ ' Ln

N

. <.J)

' Ln N

SHOULDER LINE

SHOULDER LINE

r-c aq,

00

a Oo

I. ,o:c .I

END BENT 2

ESTIMATED QUANTITIES BRIDGE «l RIP RAP FILTER FABRIC S T A. 10+21.00 -L- CLASS II FOR DRAINAGE <2 ' -0" THICKl

TONS SQUARE YARDS

END BENT I 91 101

END BENT 2 1.....-- -------

103 114

1>4;-

EL. 430.732 E.B. I 4-9~4

EL. 430.434 E.B. 2

~GROUND LINE

~7~ H :l;

FILTER FABRIC

SECTION C-C

EL. 430.434 E.B. 2

~ SECTION

BERM RIP RAPPED

~,.,.,,,,~"CAR'',,,, i'+~~ .. ~·"···~(~· ..

i .:~l ·-.~\ ~ f SEAL \ \ i \ 1~855 i 5 ~ '-"""- ; i .. ~'IG~~-:..~;: ""~,·~4·frrt._~ ... ~$ ,., .. ..:a.,,··'\:

PROJECT NO. B-Ll06Ll CHATHAM COUNTY

STATION: 10+21.00 -L-

STATE Of NORTH CAROLINA

DEPARTMENT OF TRANSPORTAT~N RALEIGH

STANDARD

-=RIP RAP DETAILS=-

I nc">'V"> II SHEET NQ, J I j J I OATEo Jq

~tts 27

IIl a:: ::::J u . co

;: ;:: ::::J ... 0 3::

Cl 0 ... ..... 0

a:: ..... ::::J a:: 0 ... - w • ..J N U ' -;.., ::

.... 9 '

. ' 0

N

. ' 0

N

~l

iO ... - ..J IIl VI ... ..J "­VI 0

6"BEVEL

1'- 3" ---15'-0"

14-•4 AI (c) 1'-0"CTS. CTOP OF SLAB, 2 BAR RUNSl

14-•4 A2 Ccl 1'-0"CTS . <BOTTOM OF SLAB, 2 BAR RUNSl

.... ~ 0 ~ BEGIN APP. SLAB g; b STA. 9+67.00 -L-

9" !--=-

W.P. •3 STA. 10+61.00

W.P. "I S T A. 9+81.00 -L-

!:: IIl

r~ ~----------~Hr----------------------~~--,-~---..... VI u .... U, ;-> -L-

Ul

@ @

~ ~jt :3· .. t.D ;I ' . . ~ .1 : I "4 AI & •4 A2

co

9" --L-~

3" -"4 AI & "4 A2 _s

w.,

N~

N~

15'-0"

14-"4 AI Ccl 1'-0"CTS. CTOP OF SLAB, 2 BAR RUNSl

14-"4 A2 (c) 1' -0"CTS. <BOTTOM OF SLAB, 2 BAR RUNSl

t!" _/ EXTENDED TANGENT

SEE DETAIL END APP.SLAB

6"BEVEL

~

---

STA. 10+75.00 -L- 1["4 AI CTOP OF

:--L.__FILL FACE Ccl SLABl : END BENT 2 1 •4 A2

!BOTTOM OF SLABl

~!

~N ~~ 1 Ill; Ill!~ l-.....L..,._

IIl a:: ::::J u ;.,

:..f

PROPOSED

t.N PLAN CV END BENT 1 PLAN cv END BENT 2

DIMENSIONS SHOWN ARE TYPICAL FOR BOTH APPROACH SLABS

ASPHALT\ PAVEMENT

11 . !z. ........ ~

•4 A2

r--"6 B2 L t 2: I SLOPEJ

JOINT t llf2'•

[

51/4"CONTINUOUS HIGH .CHAIR

. [_"4 AI ~ r•5 Bl

' ' '11\: '' \:1-.

UPPER < CHCU l (c) 3'-0" CTS. ACROSS SLAB

I

I ~c LcoRED 3 SLAB7 ~

------ GROUT -

ROADWAY) --

I t NORMAL TO END BENT I ASSE'-IBLED BY : A. K. PATEL CHECKED BY ' J, '-IVA 8. E.G.A,

DATE , 1/16/07 DATE : 7113110

DRAWN BY , FCJ 6/87 l.REV. 7110/01 rur:rvcn av ~r.A .:./R7 ~~V. ?~! ~2}~

LES/RDR RWW/JTEI

------ LIMITS OF REINFORCED BRIDGE --- ~APPROACH FILL <ROADWAY PAY ---:r-----

-- ./ __ "' ITEM, SEE NOTES! -----'•

---- _ FABRIC ---- CTYP.l - .

L__.i.__ SELECT MATERIAL

SECTION THRU SLAB

"78M

4" 0 CORRUGATED PERFORATED DRAINAGE PIPE ~

\__2 LAYERS OF 30 LB. ROOFING FELT TO

, PREVENT BOND

IMPERMEABLE GEOMEMBRANE

"' . ' Ul

co

NOTES FOR REINFORCED BRIDGE APPROACH FILL INCLUDING FABRIC, IMPERMEABLE GEOMEMBRANE, 4"0 DRAINAGE PIPE,•78M STONE, AND SELECT MATERIAL, SEE ROADWAY PLANS.

AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL BE PAVED.SEE ROADWAY PLANS.

THE 6"COMP. A.B.C. SHALL BE FLUSH WITH THE ROADWAY END OF THE APPROACH SLAB AND SHALL EXTEND 1'-0"0UTSIDE OF EACH EDGE OF THE APPROACH SLAB.

THE CONTRACTOR MAY USE 4"TYPE B-25.0B ASPHALT CONCRETE BASE COURSE IN LIEU OF 6"COMP. A.B.C. IF THIS OPTION IS USED, THE BASE COURSE SHALL BE FLUSH WITH THE ROADWAY END OF THE APPROACH SLAB, AND THE WIDTH SHALL BE THE SAME AS THAT OF THE APPROACH SLAB.

THE CONTRACTOR MAY USE 5"CLASS "A" CONCRETE BASE IN LIEU OF 6" COMP. A.B.C. IF THIS OPTION IS USED, THE CONCRETE BASE SHALL BE FLUSH WITH THE ROADWAY END OF THE APPROACH SLAB, AND THE WIDTH SHALL BE THE SAME AS THAT OF THE APPROACH SLAB. THE CONCRETE SHALL BE FINISHED TO A SMOOTH SURFACE AND A LAYER OF 30 LB ROOFING FELT SHALL BE PLACED BETWEEN THE CONCRETE BASE AND THE APPROACH SLAB TO PREVENT BOND. THE APPROACH SLAB SHALL NOT BE CAST UNTIL THE CONCRETE BASE HAS REACHED AN AGE OF THREE CURING DAYS.

FOR JOINT DETAILS, SEE "PRESTRESSED CONCRETE CORED SLAB UNIT " SHEETS.

THE JOINT AT THE END BENT SHALL BE GROUTED AS SOON AS PRACTICAL AFTER THE CONSTRUCTION OF THE APPROACH SLABS.

APPROACH SLAB GROOVING IS NOT REQUIRED.

W.P. •3

~ SU. IO•GI.OO

. ;;;:.

PC STA.I0+51.01 -L- 9'-11 13/16 "

23'-1113Ji6•

BILL OF MATERIAL FOR ONE APPROACH SLAB

<2 REO'Dl BAR WEIGHT

*AI 479 A2 477

*BI I 86 I "5 I STR I 14'-3" B2 I 86 I •6 I STR I 14'-8"

REINFORCING STEEL LBS. *EPOXY COATED

REINFORCING STEEL LBS.

CLASS AA CONCRETE : SLAB AND CURB C. Y.

SPLICE CHART •4 AI I 2'-0" •4 A2 I 1'-9"

END APPROACH SLAB -L- STA.I0+75.00 -L-

EXTENDED TANGENT

1278 1895

2372

1757

26.4

EXTENDED TANGENT DETAIL

r~3 SECTION N-N

I. , · _1\1_2· __ _

I APPROAC~

SLAB

ll "1:-- A.B.C.

END OF CURB WITHOUT SHOULDER BERM GUTTER

<OMIT TAPER WHEN SHOULDER BERM GUTTER IS REOUIREDl

CURB DETAILS

, .~

,,,,,, ..... .,,, ,.,~.,..,. \" CAR: '''~ $.:...f::>~ •••••••••• .o(./.. ~. ~~ .. ~~··~" fl~~ ·· .. ~

S f SE.AL \ \ i \ 14855 i : \~···f""'-.rG~/ j ... , ... ~""""""'··· ~ ... , .......... ~!t

~~ .. ~~·)\~~ ~~~ -6-<t

PROJECT NO. B-LI06LI CHATHAM COUNTY

STATION: 1 0+21.00 -L-SHEET I OF 2

STATE Of NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION RALEIGH

STANDARD BRIDGE APPROACH SLAB

FOR PRESTRESSED CONCRETE CORED SLAB

I REVISIONS II SHEET NO. ""1 BYo I DUEo I ...,j BTo I OAT Eo "20

11 I 131 1~1 I 1~ 1

~Ns 27

ASSEMBLED BY 1 A. K. PATEL CHECKED BY 1 J. MYA

DATE : 01/16/07 DATE : 02/07

DRAWN BY : FCJ CHECKED BY : ARB

I I/881REV.I0/17/00

11/88 ~~~: ~~;j'0~3 RWW/LES RWW/JTE TLA/GM

END OF

R~

RESISTANT MATERIAL

r-~

NOTE: IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLAB, THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE DRAIN. CONTRACTOR SHALL GRADE TO PIPE INLET AND PROVIDE EROSION RESISTANT MATERIAL AS SHOWN. THE EROSION RESISTANT MATERIAL SHALL BE EITHER l>ASPHALT PLANT MIX, TYPE I OR TYPE 2, MIN. 2" DEPTH, 2>EROSION CONTROL MAT,OR 3>CONCRETE,AS DIRECTED BY THE ENGINEER. THE SLOPE DRAIN SHALL CONSIST OF A NON-PERFORATED TEMPORARY DRAINAGE PIPE,l2 INCHES IN DIAMETER.

PLAN VIEW

TOE

12" MINIMUM

ELBOW

TEMPORARY SLOPE DRAIN

CLASS "B" STONE FOR EROSION CONTROL

SECTION R-R

I MATERIAL OVER PIPE 'k [3"EROSION RESISTANT

L~ EART~riTCH BLOCK

FILL SLOPE

SECTION S-S

TEMPORARY BERM AND SLOPE DRAIN DETAILS

BRIDGE DECK

<TO BE USED WHEN SHOULDER BERM GUTTER IS REQUIRED>

CAP FLOW LINE ONLY WITH EROSION RESISTANT MATERIAL

BACKFILL EXCAVATION HOLE AND GRADE TO DRAIN

NOTE: IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY AFTER THE BACKFILLING OF THE END BENT EXCAVATION, GRADE TO DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE EROSION RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING OR AS DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION AND TO PROTECT THE AREA ADJACENT TO THE STRUCTURE. THE CONTRACTOR WILL BE REQUIRED TO REMOVE THESE MATERIALS PRIOR TO CONSTRUCTION OF THE APPROACH SLAB.

TEMPORARY DRAINAGE DETAIL .................... ~~"CAii'''''' ~~·~ii~~-­{ (trsE.AL·Y-\ \ \ \ .. ~~~~./ J

~---~~n;~t . 1'5 It

PROJECT NO. B-4064 CHATHAM co UNTY

STATION: 1 0+ 21.00 -L-SHEET 2 OF 2

STATE OF NORTH CAROliNA

DEPARTMENT OF TRANSPORT AT ION RAlEIGH

STANDARD

BRIDGE SLAB

APPROACH DETAILS

1988

I ··-. ·-·-··- SHEET NO I I I I I DATE• II -z I .

TOTAL SHEETS

2 7

DESIGN DATA: SPECIFICATIONS

LIVE LOAD

IMPACT ALLOWANCE

STRESS IN EXTREME FIBER OF

STRUCTURAL STEEL - AASHTO M270 GRADE 36

- AASHTO M270 GRADE 50W

- AASHTO M270 GRADE 50

REINFORCING STEEL IN TENSION

GRADE 60

CONCRETE IN COMPRESSION - - - - - - - - - -

CONCRETE IN SHEAR - - - - -

STRUCTURAL TIMBER - TREATED OR

UNTREATED - EXTREME FIBER STRESS

COMPRESSION PERPENDICULAR TO GRAIN OF TIMBER

EQUIVALENT FLUID PRESSURE OF EARTH

MATERIAL AND WORKMANSHIP:

A.A.S.H. T .0. !CURRENT>

SEE PLANS

SEE A.A.S.H. T.O.

20,000 LBS. PER SO. IN.

27,000 LBS. PER SO. IN.

27,000 LBS. PER SO. IN.

24,000 LBS. PER SO. IN.

1,200 LBS. PER SO. IN.

SEE A.A.S.H. T .0.

!,BOO LBS. PER SO. IN.

375 LBS. PER SO. IN.

30 LBS.PER CU.FT.

!MINIMUMl

EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2006 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N.C.DEPARTMENT OF TRANSPORTATION.

STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLED.

CONCRETE: UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE

USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAP.

CONCRETE CHAMFERS: UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON

STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONS: TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH IS BUILT INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A l/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A l/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.

DOWELS: DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL

BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH 1:2 CEMENT MORTAR.

STANDARD NOTES

ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, ETC. IN CASTING SUPERSTRUCTURES:

BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.

ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE ORDINATE,AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTION. VERTICAL CURVE ORDINATE, AND ACTUAL BEAM CAMBER.

IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS,AN ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS,SETTLEMENT OF FALSEWORK, AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.

DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE FALSEWORK OR FORMS IS STARTED.

REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO

PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANS.

WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.

STRUCTURAL STEEL: AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8"0 SHEAR STUDS FOR THE

Y4 "0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT THE RATE OF 3 - 7/8"0 STUDS FOR 4 - 3/4"0 STUDS. AND STUD SPACING CHANGES SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"0 STUDS ALONG THE BEAM AS SHOWN FOR 3/4"0 STUDS BASED ON THE RATIO OF 3 - 7/8"0 STUDS FOR 4 - 3/4"0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0~

EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION, SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND DO NOT EXCEED A WIDTH EOUAL TO THE FLANGE WIDTH LESS 2"0R A THICKNESS EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE~ ELECTROSLAG WELDING WILL NOT BE PERMITTED.

WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING,GALVANIZING, OR METALLIZING.

[.:; He-eT NO . :22

HANDRAILS AND POSTS: METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL

RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.

METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.

SPECIAL NOTES: GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL

GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE SPECIFICATIONS ARTICLE 105-4.

ENGLISH JANUARY, 1990

EROSION CONTROL

ROADSIDE ENVIRONMENTAL UNIT DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS RALEIGH, N.C.

2006 STANDARD SPECIFICATIONS

"' \~' ~\~

\ ~

-L-(2)

NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL

REQUIRE PRIOR APPROVAL BY ENGINEER.

ADDITIONAL EROSION CONTROL DEVICES MAY

NEED TO BE INSTALLED AS DIRECTED BY THE

ENGINEER.

~

<I~ . 1605.01

1630.05

1630.06

1633.01

163..4J.02

JPLA~~

~

Description

Temporary Silt Fence

Temporary Diversion

Special Stilling Basin

ENVIRONMENTAllY SENSITIVE AREA PLEASE SEE SPECIAL PROVISIONS

Symbol

I I I I I I I II f""N---m--~rn

-TD -

Temporary Rock Silt Check Type- A _________________________ ~

T empora.ry Rock Silt Check Type-B ----------------------··-··-···------- ,....

Temporary Rock Sediment Dam Type-B _____________ =:_)

'-

PROJECT R£FEI!£NCE NO. I SHEET NO.

8 4064 24

CHATHAM COUNTY BRIDGE • 95

TEMPORARY ROCK SILT CHECK TYPE 'B' DETAIL

TEMP. STONE DITCH CHECK

STRUCTURAL STONE

~ ISOMETRIC VIEW

CROSS SECTION VEE DITCH

CROSS SECTION TRAPEZOIDAL DITCH

EDGE OF PAVEMENT

-- NATURAL GROUND

NATURAL GROUND

ROADSIDE ENVIRONMENTAL UNIT DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS RALEIGH, N.C.

NOTES: 2006 STANDARD SPECIFICATIONS

USE CLASS 'B' EROSION CONTROL STONE FOR STRUCTURAL STONE.

THE ENGINEER MAY DIRECT THE OPTION OF CLASS "A" STONE FOR SITES HAVING LESS THAN ONE (1) ACRE DRAINAGE AREA AND A DITCH GRADE LESS THAN 3%.

BASE OF DITCH

12" MIN.

FLOW

OPTIONAL TYPE "B" ~ SILT BASIN ~

'--- ---·-·- -- -------·--·----

1 4'-6" 1 - .

ELEVATION VIEW

ROADSIDE ENVIRONMENTAL UNIT DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS RALEIGH. N.C.

2006 STANDARD SPECIFICATIONS

COIR FIBER DRAPE BAFFLE MATERIAL OVER WIRE STRAND AND SECURE WITH PLASTIC TIES AT POSTS AND ON WIRE EVERY 12"

9 GAUGE MIN HIGH ~ TENSION WIRE STRAND SHALL BE SECURED TO POST TO SUPPORT BAFFLE MATERIAL

BAFFLE MATERIAL --

NOTES: 1. INSTALL THREE(3) COIR FIBER BAFFLES IN SILT BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS WITH A SPACING OF ~ THE BASIN LENGTH.

2. TW0(2) COIR FIBER BAFFLES CAN BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20FT. IN LENGTH WITH A SPACING OF 1/3 THE BASIN LENGTH.

3. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT BE BELOW BASE OF EMERGENCY ~DTI IWAV ~I ~VATTnN _

PltOJECT REF9ENCE NO. I SHEET NO.

B-4064 Z5

BAFFLE DETAIL CHATHAM COUNTY BRIDGE • 95

INSTALL T- POST TO ANCHOR BAFFLE TO SIDE OF BASIN AND L.__ __ __._ __ ---t

SECURE TO VERTICAL POST

I .. 4' MAX. .... ,

1 VARIABLE DEPTH

SECURE BOTTOM OF BAFFLE TO GROUND WITH 12" STAPLES AT 12" MAXIMUM SPACING BAFFLE MATERIAL

11 GAUGE LANDSCAPE ----.. STAPLE

STEEL POST - 2' -0" DEPTH

BAFFLE MATERIAL SHALL BE SECURED TO THE BOTTOM AND SIDES OF BASIN USING 12" LANDSCAPE STAPLES

ROADSIDE ENVIRONMENTAL UNIT DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS RALEIGH. N.C.

2006 STANDARD SPECIFICATIONS

STAPLE CHECK

MATTING INSTALLATION 18"

(MIN.)

BACKFILL

DETAIL

..

Ls" MATTING IN DITCHES

MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED

0 ....__, ....__,

....__,

....__,

4"~ ....__,

...----. ..----......---..----.......--...----..----...----. .----. .---. .----...----,.---...----..---...----..---..----....----.

--j f-- 4 "

Staple

~~L~c~e~-~~~@~~~

DIAGRAM 0

-T 3'

1 Staple

X- X

"~3'~ 6'

N

X

MATTING ON SLOPES DIAGRAM

NOTES :

THIS DETAIL APPLIES TO STRAW, EXCELSIOR , AND PERMANENT SOIL REINFORCEMENT MAT (PSRM ) INSTALLATION.

STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH.

EXISTING GROUND

STAPLES ON 1' CENTERS IN TRENCH

MIN

STAPLES ON 1' CENTERS IN TRENCH

PltOJECT REFERENCE NO. I SHEET NO.

B-4064 I Z6

CHATHAM COUNTY BRIDGE • 95

Staple Check Pattern

4" I· ~ 1

r---_/ 4'~ Staple

DIAGRAM G)

1 NoT ·To· sCALE]

PLANTING DETAILS SEEDLING I LINER BAREROOT PlANTING DETAIL

HEALING IN

L Locate a healing-in site in a shady, well protected area.

3. Baddill the treneh with 2 inches well rotted oswdust. Place a 2 ineh layer of

~~ ~ust ~oping a..gl:2:e:::::;::::::::::;:::::=::;::::;::::::7

4. Place a aiogle layer of plano apinattbe eloping encJ 80 that "i I C I ! f_ I r I l I I I I ~ the root collar is at ground leveL / T(;j f.TH·( -fd T T J 7 LLf ... . _.J . :r: t. . . • t r - . tJJ. u

5. PLoce • 2 ineh ._.of well rottedy

:':!~ ~'!" roots main~flf{!fl/l/J/IJJJ,

6. Repeat layers of plano and oawdust aa neeeuary and water thorout!hiY.

DffiBLE PlANTING METIIOD USING THE KBC PlANTING BAR

L looert pLmting bar ... ohown and pull handle toward pLmter.

4. Pull handle of bar toward planter, firming ooil at bottom.

2. llemo.e pLmting bar and place oeedJing at .,.,...,.,. depth.

-.... II' /1

5. Puoh handle forward firming ooil at top.

PLANTING NOTES:

3. Inoert planting bar 2 inches toward planter &om oeed1ing.

6. Leare coiJJIMICrion bole open. Water thoroughly.

PIANI1NG BAG During planting, oeedlinp m.D be kept in a moiat - beg 01' oimilar container to """"""' the root ..,..,.,. &om drying.

~ tJ~. l

KBC PIANI1NG BAR Planting bar m.D Jun.e a blade with • triaoguJar .,.._ oeclioo. and ohaiJ be 12 inehea long, 4 inches wide and 1 ineh thick at center.

ROOT PRUNING All oeedlinp ohaiJ be root. pnmed, if...,.,.....,, 80 that no I"'Ob estend more dum 10 ineheo below the root collar.

I I ~:~:!__ --F~-=- I

I I

REFORESTATION

0 TREE REFORESTATION SHALL BE PlANTED 6 Ff. TO 10 Ff. ON CENTER. RANDOM SPACING,

AVERAGING 8 Ff. ON CENTER. APPROXIMATELY 680 PlANTS PER ACRE.

REFORESTATION MIXTURE. 1YPE, SIZE, AND FURNISH SHAlL CONFORM TO THE FOLLOWING:

25% LIRIODENDRON TULIPIFERA

25% PlATANUS OCCIDENTALIS

25% FRAXINUS PENNSYLVANICA

25% BETUlA NIGRA

TULIP POPlAR

SYCAMORE

GREEN ASH"

RIVER BIRCH

12in-18inBR

12 in - 18 in BR

12 in - 18 in BR

12 in - 18 in BR

REFORESTATION DETAIL SHEET N.C.D.O.T.- ROADSIDE ENVIRON MENT A L UNIT

WTAL ........ 27