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HomeMy WebLinkAboutDWG 416-3; 3557-1; CARLSBAD BLVD BRIDGE RETROFIT; 01-11-O'.) "' I 0 ~ (D 0 --, 0 -PROJECT LOCATION PLAKI! CALAVSRA I".. !4Y AVE RD VICINITY MAP NOT TO SCALE PLAN SYMBOLS / ABBREVIATIONS ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) I I 1 2 3 9968 Hibert Street, Suite 202 San Diego, CA 92131 -INDICATES SECTION IDENTIFIER -INDICATES CALTRANS STANDARD PLAN REFERENCE Job No. 500-581 (858) 566-3113 CARLSBAD BRIDGE RETROFIT PLANS FOR BOULEVARD BRIDGE NO 3557-1 PROJECT BRIDGE NO. 57C-0134 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR RAMONA FINNILA -MAYOR PRO TEM ANN J. KULCHIN -COUNCIL MEMBER MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER GLENNPRUIM DEPUTY PUBLIC WORKS DIRECTOR FOR ENGINEERING SERVICES WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN INDEX TO PLANS SHEET NUMBER DESCRIPTION 1 TITLE SHEET 2 GENERAL PLAN 3 FOUNDATION PLAN 4 GRADING PLAN 5 ABUTMENT GRADING 6 ABUTMENT DETAILS •· 7 BENT REMOVAL DETAILS 8 BENT DETAILS NO. 1 9 BENT DETAILS NO. 2 10 BOLSTER DETAILS 11 LOG OF TEST BORINGS "AS BU IL T" .d!&,: Tc~-•-..-1.2.lt,kc;; RCE :Z8!7~ EXP 3-3 I-08 DATE REVIEWED B~ /) 1f4k«~-=> 11/~/ob INSPECTOR ~ u DATE I SH1EET I CITY OF CA. RLSBAD I SHEETS I o-----+---+------------1---1---1----+----t ENGINEERING DEPARTMENT 11 1----1--+------------+---+---t--+----f DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CARLSBAD BOULEVARD BRIDGE RETROFIT TITLE SHEET PROJECT NO. DRAWING NO. 3557-1 416-3 022806 0 .... ~ oGl "Tl .a:. .... .... .... 0.. I (A) +I CX) I 0 ID / 0 BB-- 32' o"± ~JIiii --Ill 1h111 Ill c=1□1=1::J" ~ 1 ABUTMENT 1 BENT 2 DATUM ELEVATION o.oo'± 223+50 224+00 +I 0 I N N +I 0 I N N +I CX) I EXISTING CHAIN-LINK FENCE TO BE REMOVED i ABUTMENT 1 ct_ GIRDER TYP ---..... ¢J TO SAN DIEGO WEWIJ'C,L, ·t,r!Vt'4 ·············· 223+50 5 ;------...._ i .__--< 2 /---,,-- / ) FENC.. -.. ······ ... I EXISTING CHAIN-LINK FENCE TO BE REMOVED ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) 1 2 3 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Diego, CA 92131 )/ ct_ NCTD ~ TOE OF SLOPE Job No. 500-581 (858) 566-3113 30' 7"± BENT 3 224+50 / / / MAIN TRACK 1 65' -0 1 /2" EB 26' 10 1 /2"± 30' -7"± 45' -0"± 1'-8"± --- 4 ,__~ BENT 4 BENT 5 225+00 225+50 ELEVATION 22' -0"± I I I I I I 111 I I I I I I 111 I I I I I I 11 I I I I I I 111 I I I I I I J I I I I I ~ CARSLBAD BOULEVARD 50' -8"± 22' -0"± 'I ' > I ' ----~ I I I I I I l I t I I I 111111 I I I I I I ! I I I I I 111111 ! I I I I I l I l I I I I I I I I I 111 I I I I I I 111 I I I I I I 7 4'-o"± 1'-0"± .........--, 4 1" = 10· STA 224+64.14 ~ CARLSBAD BLVD N 2,005, 142.44± '--1 6 CTOE OF SLOPE / E 6,223,711.98± ) / PLAN 1" = 10' i BENT 3 i BENT 4 NOTE: FOR GENERAL NOTES, SEE "BENT DETAILS NO. 2" SHEET. TOE OF SLOPE~.,-.\ ~.:.. TOP OF SLOPE~ )" / '1/..;+ 7 ~ // ~ i ABUTMENT 6 J/ / / / EXISTING CHAIN-LINK FENCE / TO BE REMOVED ) i BENT 5 ------"----" ·-"---~· ----·-" " "." . . ' --------·-· ---._ .... ,-------..• 2 / / TO OCEANSIDE y -----EXISTING CHAIN-LINK FENCE TO BE REMOVED TYPICAL SECTION 1" = 1 o' RETROFIT LEGEND: INDICATES EXISTING STRUCTURE INDICATES AREAS OF RETROFIT 0 DIAPHRAGM BOLSTER WITH RESTRAINER PIPE 0 ABUTMENT SEAT EXTENDER @ BENT ENCASEMENT (BENTS 2 AND 5 ONLY) © SHEAR KEY RETROFIT (BENTS 2 AND 5 ONLY) ® SOIL REGRADING AND RECOMPACTION © -BENT FOOTING RETROFIT (BENTS 2 AND 5 ONLY) (j) RETAINING WALL TYPE 5 -PER CALTRANS B3-7 "AS BU IL T" RCE __ _ EXP __ _ II/so/Oh DATE I SH2EET I CITY OF CARLSBAD ~ 1---1---1--------------t--+--+----j!---j ENGINEERING DEPARTMENT L.21..J 1---1---1--------------+---+--t-----ir---i Hli!P /l-2?-tl6 ll•U-1% #cNCL.Fmaa i'EtllO//clcJS/[JIA/G lifACX' DA TE INlllAL DATE INITIAL DATE INlllAL EN~NEER OF WORK REVISION DESCRIPTION OlliER APPROVAL Cl1Y APPROVAL / CARLSBAD BOULEVARD BRIDGE RETROFIT GENERAL PLAN €.~13-0$ DEPUTY CITY ENGINEER EXPIRES 3 31 06 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: cs 3557-1 416-3 RVWD BY: JF 022806 C i,.) :e o(i) .,, ~ ......... .... c,.. I w ~ "' "' I 0 0 "' ci:i 0 ---, ---,---- ' ',"'" ·---- SUPPORT LOCATION ALLOWABLE NOMINAL BEARING BEARING CAPACITY ( q ALL) RESISTANCE ( q n ) I BENTS 2 AND 5 I 5,000 psf 25,000 psf NOTES: 0 1. BOTTOM OF FOOTING FOR BENTS SHALL BE PLACED ON UNDISTURBED MATERIAL. 2. BACKFILL BELOW RETAINING WALL FOOTINGS SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95%. ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) 1 2 3 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Diego, CA 92131 Job No. 500-581 (858) 566-3113 RAILROAD RIGHT-OF-WAY / I / ; / NOTE: f"OtllrcOA 6."-/1 Tl!!CI( C()tVCRE T£ f"007,1!V0 $£At. .6Et.rJW f"OOT/!VO RETROFIT ,4T .eJc/1/T Z.x5 LEGE~~D; / 117.oo± 1 INDI.CATES EXISTING FOOTING INDICATES EXTENT OF FOOTING RETROFIT (BENTS 2 AND 5 ONLY) INDICATES BOTTOM OF FOOTING ELEVATION (FEET, MSL) FOR FOOTING RETROFIT AND RETAINING WALLS (ELEVATIONS ARE APPROXIMATE AND SHALL BE DETERMINED IN FIELD) PLAN 1 " = 1 o· NOTE: PLACE 1 /2" EXPANSION JOINT FILLER AT JUNCTION OF BRIDGE SUPPORT AND RETAINING WALL. t. BENT 4 CITY OF CARLSBAD RIGHT-OF-WAY ct NCTD MAINLINE TRACK // // ///(/. ---...._ ,'_;.,_• _ . .....-'---__ L .. / _ _....._/..,. ,,~ -~/_,--~_/_/., t. BENT 5 I I I I . .. I . 1- i RAILROAD I RIGHT-OF-WA~; Ci_ CARLSBAD BLVD = Ci_ ABUT 6 /··. N 2,005,231.17± E 6,223,718.55± ... •· .. . )·/ . •. ' ----,/- ...• / / -_,~ ~ 7---~ --~/·\--~ - Ci_ CARLSBAD BLVD = Ci_ ABUT 5 1 N 2,005, 186.32± E 6,223,715.22± --] ----------------·-----···-···-_.,. - ·-----·------------···--··; I I I -----/ C I I / ..... · .. ····· .... J · ; · ----~-r~-~""'-<'.;...·.···.··=·------->,,,_ ----------·-·· -----· --------"---~------,-·---·---- / ····;; '·-' . I • THE CONTRACTOR SHALL CONTACT "UNDERGROUND SERVICE ALERT" AT LEAST TWO DAYS BEFORE ANY EXCAVATION WORK AT 1-800-227 -2600 CONTACT NCTD FOR RAILROAD UTILITY CALLOUT "AS BUILT" 4«4, · (3 ~/"-' RCE 2Bl71i EXP 3•3/•,I II DATE INSPECTOR ISH3EETI CITY OF CARLSBAD ~1 r----+---4---------------,r----+---t---4-----1 ENGINEERING DEPARTMENT LZ2._j 1-----t----t---------------11----t---+--+----I DA TE · INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD BOULEVARD BRIDGE RETROFIT FOUNDATION PLAN DWN BY: --see---, PROJECT NO. DRAWING NO. CHKD BY: CS RVWD BY: JF 3557-1 416-3 022806 C w :e OG) "'Tl ,.. .... ...a .... 0-.. I w -'° "' I 0 0 "' ci:i 0 .., 1 ~ z u. CITY OF CARLSBAD RIGHT -OF-WA_Y __ -~ 0 I I I I I I .I I I I .!..:_ l.., , ... f'7v ' I 223+50 _9 ----=~= -=-==-J__, ----'-_-+ ---7 = -__ _ ... E)<;IST §'.'. PYC. sq ./ : ------------- I I I I . I ) ·· .. 1 I I RETAINING -\,,,- + / / B3-7 B3-8 B3-9 CABLE RAILING PER ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) 1 2 3 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Diego, CA 92131 B11-47 9-JO- CML OF c/1\-1 Job No. 500-581 (858) 566-3113 N03° 33' 45"E± / \ 'v LEGEND: \ RAILROAD / / ~ BENT 2 / / / / INDICATES 1' GRADING CONTOURS INDICATES GRADING DAYLIGHT LINE INDICATES EXISTING TOPOGRAPHY (TO REMAIN) PLAN 1" = 10' ct BENT 4 ......,. __ .... ::.>. ___ -;--- CITY OF CARLSBAD RIGHT-OF-WAY X·. . / . . ~ NCTD / ~INLINE TRACK /ct BENT 5 > / y / •V / . / > / /--·"•/ I I I .Ir .!. . I Ir ~XIS;4"H;-~AS -;-•:------"7·· ···• .. ,------ I ' ·,~ "· -'·-,• --·\ / V. I V ,'·.,_.-' ·----;· v ... IIB_ua~ ;,a~._.;..·,•~~.~ --~7-1------- I I I I I I I / LI .,. 7~--::~---=· -------~-:--.--------------·-- / I "AS BUILT" ~/2,/4,:. RCE Z.ll/7(i, EXP '3•'3/• 116 DATE u!t.o!o, • • INSPECTOR DATE I SH4EET I CITY OF CARLSBAD I SHEETS I 1----+--1-----------------1----+---+---+----1 ENGINEERING DEPARTMENT 11 t-----t---t-----------------t---+---t----+----1 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD BOULEVARD BRIDGE RETROFIT GRADING PLAN APPROVED WILLIAM E. PJJ.l.W;!,E_B. #£/cfs ·,, -£, :,.,,.&c ,,.~ &2-1,3-0$ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE DWN BY: -~-• PROJECT NO. I DRAWING NO. 2~~ ~~: ;f 3557-1 . 416-3 022806 / t. ABUTMENT 1 ---------~ ~ , __ ;·:. ,~;~~\~-;>·;~-:~:.< I . --, / · .. --,--,-.:,,_.,...,----------------- ELEV 42.0'± .--H......--~1=------------ I I ~ ABUTMENT SEAT EXTENDER I I I I I I [l±l:J ---- , , / / / " / --/ ' .I' '---, ',} .v':--. .. , _;-· _/,-) :;<FF 1<!: I I 12 3/4"¢ STEEL : : HP GAS LINE 1 1 1 (PROTECT IN PLACE) I I -SEE NOTE 3 I I FINISH GRADE _ _,.,. SEE NOTE 2 I I I I ----- ~ ELEV 35.0'± 1.5± MAX AND VARIES 11 I I I I , I I I - -SLOPE AT 1 % MIN TO RETURN WALL OU fLET EXISTING SLOPE (CONSISTENT ALONG ABUTMENT) -i-ELEV 35.5'± i I I I I I I C£. EXISTING SIDING TRr',\.,-1,.____ (NOT IN SERVICE) -SEE NOTE 4 I I I I I ELEV 31 . 1 '± -+-i--1--,. I I I I ELEV 2 6 . 5' ± _ _,_I --'--'-I"' __________________________ _j ____ _ FINISH GRADE -SEE NOTE 2 ABUTMENT SEAT EXTENDER ___ __, ELEV 43.6'± __/ ' -.... ........... +-, I I I I I "----ELEV 42.2'± ~-ELEV 41.4'± ORIGINAL GRADE (WESTERN l 1' EDGE OF DECK) [_f_] ----ORIGINAL GRADE (EASTERN EDGE OF DECK) I I I . / I I L-_ _ _ 'vc,c,' ~..,........,....i,... !! I !! ,> ~-----c_ ORIGINAL GRADE J - ELEV -23.50'± Jt Jt 0 I . ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) 1 2 3 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Diego, CA 92131 Job No. 500-581 (858) 566-3113 1 ____ 11 __ LI ____ 7 I I I I tJ. __ Ll I , I ; .";'":, .: :, ' ' ·. . ' , . 35' -0"± 22' -8"± -1 SPAN 1 ELEVATION 1/4" = 1'-0" I ------ -:-~::~~-~". -:-> ->;:~:->~>, ,-: __ .·· .. ·--://· --,--,-+---r-f" _______ _ -------- . . . . . . . ·.' . ; .. ~ . NOTES: 1 . 2. ,-+-',-.,-------- FINISH GRADE __/ INDICATES STRUCTURE EXCAVATION (BRIDGE) -INDICATES STRUCTURE BACKFILL (BRIDGE) -INDICATES ROADWAY EXCAVAT)-J-IO~N~---~------- IJOOITION,4L CONClffi"E FtJ!i' rt70T/IVG $E,4l 6"TOIZ" TJI/Cf( 1 ' -0 " ----i BENT 2 SHOWN, BENT 5 SIMILAR EXCEPT MIRRORED. 8' -0" __ ORIGINAL GRADE FOR LIMITS OF EXCAVATION AND BACKFILL NOT SHOWN, SEE CTSP A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL NO SCALE 31'-10"± SPAN 5 ELEVATION 1/4" = 1'-0" NOTES: 1. ELEVATION PROJECTED PERPENDICULAR TO ~ BENT. 2. EXISTING SLOPE AT ABUTMENT TO BE RECONSTRUCTED AS SHOWN. SLOPE VARIES TO MATCH EXISTING GRADE. 3. TOP OF PIPE ELEVATION = 34.0'±. THIS ELEVATION MAY VARY WITH EXISTING GRADES. 4. CONTRACTOR MAY REMOVE AND REINSTALL EXISTING SIDING TRACK AS REQUIRED FOR FOOTING CONSTRUCTION, AND AT THE DIRECTION OF NCTD. "AS BUILT" . ~ ~~= &1/'tpi. RCE 0/7{,, EXP :,.;J/•48 DATE I SH5EET I CITY OF CARLSBAD ~1 -----+----------------+--+---lf----1 ENGINEERING DEPARTMENT L22._j t------+------1---------------------- CARLSBAD BOULEVARD BRIDGE RETROFIT ABUTMENT GRADING APPROVE_D ~ILLIA~ E. ~!R -----+s,....,.,..,=-=-=-:-=.,.........-----------+---+=-.....,,...,r-,--:=:;:I ~m.,, ~ ~ . ....,_ 1a-13-os l-;;-;;::::-::;::-1------fiit..r'-':/'/l-,i'S-;tc.,5.2:v/~r'L';;:T:;;-";;;;;;:=-::::;;-;;-===;:-;;,-+----+---f'l/..f,fi/,G II/I/IP DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE i,::11..:.·'22-:;.:•t?i~~:.+------1,1,:1~"\,1[},;:;i.10;;.::~~-r /..,:tl;:::l:J.::,:.WC~;,l::..l:l2.,::'E~Fa:::;:'lf.:..:A..:.t:l;l:<~.«'"7M.:.,:~;;.::.5.::::~:;:,~.,__--1----+----+~-----l,__--I DWN BY: PROJECT NO. DRAWING NO. DA TE INlllAL DATE INITIAL DA TE INITIAL D B CS CHK Y: 3557-1 416-3 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JF 022806 C 0, :e OG) -n .a::. ....... .... 0,. I w -<X) "' I g "' a, 0 ~ :::J 1 ...J ~ / it CARLSBAD BOULEVARD --- ' I I " I I ~---''"'"""",--t-1-------------+1-----+-...,.,·~,:---------+1-----tl----------.!-I ____ _j,,, - D ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) '"~---------------------l-----~',11,,-------------------------+--'"_:s_-1 ~~ ~ 29' -7"± 64' -2"± PLAN 1/4" = 1'-0" I I I I I I I I I -4--1 ~ ELEVATION 1/4" = 1'-0" 34' -7"± ~-(-~(---------~ 1------==- I I I I I I -4--1 4-1 I I 4-1 I I I I I I I 0 1 Job No. 500-581 2 3 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 Son Diego, CA 92131 (858) 566-3113 EXISTING 3 # 1r:::::-----, 5 _,, 1 @ 9 MAX DOWELS DRILL AND BOND IN 6" DEEP HOLES 4-ABUTMENT r=--------- 1 : 1 ~ ,----------- ! I ~ --i---EXISTING BRIDGE SUPERSTRUCTURE 1 . 2'-3"± • ( o; ,"' I i =::!=.=-=::i====----r , ,;:" / I i---3" CLR TYP -m I -N +I n I #5 CONT -TOTAL 5 --+----t---~-3 1 r-:: #5 ;_,,--@ 18 MAX DOWELS DRILL AND BOND IN 6" DEEP HOLES -+, --"--, : ! ~ I 1. 1 I EXISTING ABUTMENT COLUMN v-1------'- SECTION A-A 3 / 4" = 1 '-0" "AS BU IL T" . , } ~;_· ~('::._:' -:~'•'-"'- NOTE: ABUTMENT 1 SHOWN, ABUTMENT 6 SIMILAR. RCE Z.817' EXP,t4f/lf DATE REVIEW §):'.:;'II /'L "Y, fl:J7-I II /30/ o k INSPECTOR / ' °DATE I SH6EETI CITY OF CARLSBAD ~ ~===~===~========================1===j===j====t==j ENGINEERING DEPARTMENT L.21..J CARLSBAD BOULEVARD BRIDGE RETROFIT ABUTMENT DETAILS APPROVED WILLIAM E. ~~MER 4tW'4hi. 1f. ~· • • --· ~-1.1-dS: l-~~~;-::--,t~:..:....=""------------l-,=--1-,,-=-...j:2-,'4. ,.~ ,;;-= DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31106 DATE ]'f.. JS Mlj I LT , .... ,, ,,,,,,, 11' -- DATE INITIAL DATE INITIAL DATE INITIAL g~~D BY: ~ 1 PROJECT NO. I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION 1-0=TH=ER'-A..LPPR=O::.:.:VAL=-t-.:.:.CITY=-APLPR:.:;:OVC:..:AL::.-i RVWD ~~: JF • 3557-1 . 416-3 022806 0 °" :e oGl :: ,lllii. ........ 0-, I (,.) -., "' I g o:i 0 , CARLSBAD BOULEVARD OUTSIDE EDGE OF ---.. EXTERIOR GIRDER TYP 2· -7"± +I n SUPERSTRUCTURE NOT SHOWN 4"¢± HP GAS LINE -PROTECT IN PLACE D I I +1--r--r;,::' 1--1 --- r--. I I I ' ' ' ' ___ I_ ---- PLAN 1/4" = 1'-0" ~ v-i CARLSBAD BOULEVARD I -,---=--=n -1 -~ I ~--1----- ' ' ' ' I N ct BENT ,, J_ ;---- ~-t--~ ~---____1__ ___ _ ' ' ' ' ' r::1 --r ~,' --L------ , I __ 1 ____ 1_f7.'71 ' ' o' -4"± D 1'-6"± TYP j .L ___ ! --,--------------1( ___ 7 __________ !--r--1-!----------1--r-- (MEASURED ALONG I I I I I I I I I I CENTERLINE BENT) I I I I I CRASH WALL TYP (TO BE REMOVED) 14'-5"± --------···-·····--------------------------------· ------~-... ------.. _.. ----------~-,. .•. --~---------· ---------------- ---------------------------, ---------------···--··-----·---········------,_._ -------····-·· ---··--·----------·----------·-"·-··-----, .. ----------------- _,, _______________ ,, ___ -----... ,. _____________ -------------------------------------,------- -------··-·----···----···· ---··------------··· -----··-----------·------__ ., __ _ -----------------. -----------·-------. --------···-·--· ·-----··-----····· ·----· ·-----...... ···-·--·-" -·--· ···----· ···--. --------- --·--._ ... ----.. ----·-----"'-·""""'· ·-·---·-·····" ----· .... ------··----·-------·-··--··--------.... ___ -·--_,, ···"---·. -----···-···-·--··--___ .. ____ .. " __ , .. ., --··----------.. ·····-····-··--· -. ----·--------·"·---------------------·-----··--- --------·-------·-----··-----··---····-··-----·-----·· -·-···· --·--··· -------------·-··----···--····-···--------··---.. -.. ·- 14' -5"± -----··-··----·-···--- -•--,• -··-··---··-··--· ·---··- -----·--·----------------·---·------·-·"----·-··-- ---··--· ·---·-·-----··------·--···· ··---··--· -----.............. -------· ........... . ---------··-------.. ---------. ---·--·-------·---···---· -----·-----· -------------··--"·-·---·---·· --···---· ···-·--·-· ·····---·····-·····--------···--···-··-- ---------···---· -................. -·· ···-· ····· ----------·--·······-·-. ---·---·-·---··· ··-·-· -----·- -... ·---.. ---------------. --"--· -·· .... ------------· ---------·· .... ··-·---• ... -----·--.... ---......... ---· ----------·· ---···-·-·--·· --··--·--· ---· ·-----· -. . . -----· ·-··-·---· ·-·---·· -------. -··-·----··· .,_., _____ -·---··-----·-··· ·--·-·------------·-··--···-..... --" ..... ··--·· .... --·------..... -·-··-----........ , .. ----·-------·-·---·---·--·---... ----·---.. ---· .... ···········-------· ---·-··-· _,. ....... "."' ··---· ..... ------··-·--......... _ .. ·------·-·· ......... ,.,. . ··-"" .. --· -·-------· ---------------·---------------···---··--- 55' -9"± I I I I 13, -5"± I ! • • I I I I I ---. ---------·------···-· ·-···· ......... . ----··---·-----. ··- ------· .......... -. ·- -........... -----····----- 10'-6"± -----------. . .. - -·--------··------------· -··-----------··--·--·-·--· ·-..................... """ ----·------· ------"'"" ··--· - -·------...... -.... ---·-----.. ---··----· .. ,---------------------· --- .. -... ...... -·-"'··-- -··------·-----····-···---... . -· -.. -----··---------·-- -----------------------··---------···· ····--·----·····-.................. . ... ........... ... . ........................ _ .......... --·--·---· -·· ----· --·---···------··-·---·------------- -.............. ,_ .. ··---···· -· -··-·-·-·-·· .. -··-................... . --·---... ----·-----.. ·--.. -·--c:·c::c:·cccc: ,·~- --~·· ·-------···-----~··---------------·· ··-·· ·---------·-· --·--------------------- ----· ----·-----···---·----····----""'"~·--·····-· .. _,_ I '--2' -0"± I --------lD N I-I-z z w w CD CD '---' '---' +I +I <D 0 I I " ~ n ~ ~ TYP NOTES: 1. BENT 5 SHOWN, BENT 2 SIMILAR EXCEPT AS NOTED. 1 '-0" VE UNSOUND CONCRETE AND SANDBLAST EXPOSED 2. REMO REINF ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) 0 1 2 3 SIMON WONG ENGINEERING SECTION C-C 1/4" = 1'-0" REMOVAL LEGEND -INDICATES SHEAR KEY REMOVAL t : :.) -INDICATES CRASH WALL REMOVAL -INDICATES BENT FOOTING REMOVAL ORCEMENT CLEAN AT EASTERN END OF BENT 5. (/\ /lb fJt/Jlr +I 0 I " N 9968 Hibert Street, Suite 202 San Diego, CA 92131 DATE INITIAL DATE INITIAL Job No. 500-581 (858) 566-3113 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL v-ct BENT i---+--+-2' -3 "± I I I +I I 0 I ~ I i-+-++---1 ' -6 "± LJ I ,--,,--, I I -----r n I -·.· .· .-_-I I -·----- .Ji-1'-0"± ::_[:::: l r l I ----- 4' -0"± SECTION B-B 3/8" = 1'-0" 0 I "AS BUILT" ,#4' . ✓ ~ !l!!•• .__. • RCE 291'7'1 EXP.3.-:JL•/JR qt/p . ., REVIE~ INSP~ l-1/-1/"' DATE 11 / 36/1)(,,, • I DATE I SH7T I CITY OF CARLSBAD CTE] 1 ENGINEERING DEPARTMENT CARLSBAD BOULEVARD BRIDGE RETROFIT BENT REMOVAL DETAILS APPROVED 1'11LLIAM E.:;G¾ER -1"4,U/'4.a · ~-1 >:le {. -1,3 -()$' DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 /31 /06 DATE ,.2..1,~ DWN BY: "' PROJECT NO. DRAWING NO. DA TE INITIAL CHKD BY: cs CITY APPROVAL RVWD BY: JF 3557-1 416-3 022806 C ~ :e o(i) :~ .......... °" I w -<O U1 I 0 0 U1 ai 0 -, z U- D - SEE DETAIL A #6 TYP -1,i.....,...,1-.;.....i.--4--1,...,1-.;.....i- #8 JL TYP ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) I I I I I I I 0 1 2 3 I . I . . : I . I : ' '' I I I SIMON WONG ENGINEERING Job No. 500-581 9968 Hibert Street, Suite 202 San Diego, CA 92131 (858) 566-3113 I '/ \ ' ,,.. ~ No 050865 E:xp. 9-.J0-05 CIVIL _,< .,,_--:~,· ~ Q<' CA\,\ftr PLAN 1/4" -1'-0" SECTION 0-0 1/4" -1'-0" NOTE: FOR SECTIONS F-F, G-G, AND H-H, SEE "BENT DETAILS NO. 2". #5 r- DOWELS TYP ' l D #7 n TYP 3 #5 ~'1 -TOTAL 4 -DRILL AND BOND IN 6" DEEP HOLES OUTSIDE FACE OF EXTERIOR GIRDER #4 -TOTAL 4 _/ #7 n ! -TOTAL 15 PER _ ___, SHEAR KEY ----- ' . ------7 • • I I I I I I DETAIL A 1/2" -1 '-0" - I 1" EXPANSION JOINT FILLER ~ EXISTING BENT CAP ----------------------- E " 0 I -st- ' NOTE: PIER REINFORCEMENT NOT SHOWN. SECTION E-E "AS BUILT" 1n -1'-Q" Al# •· r'"c:tf, •. ,._... RCE U/7(, EXP 3•'3/•48 NOTE: BENT 5 SHOWN, BENT 2 SIMILAR. DATE l-----l---+-----------l----+-..+--1----11 SHBEETI CITY OF CARLSBAD ~1 ::==~=:::EN::::G::::INE::E::::RIN:::G:::::D::::E:::PARTM::::::::::=EN::::T=::::.!:::LZ.I..J== CARLSBAD BOULEVARD BRIDGE RETROFIT BENT DETAILS NO. 1 APPROVE_D ~Wl_kLIAM E. ~!R 1----1---Wol--"',j,;:::·S~n~rt:µl/4=..'LT'-=-------~--+---1!''7~1£1.:,,.~ ~ /4:/4?llC , ~ ,..~-> .... tq--.1,J-OS !-'/,:::!1/-2~2·c%=f---f'~,4,,;,::l?.~~~C,~<?M~~'f!;?,.=.~::..=;;;-~h~27.:.:..!.if..:..h.=::2"~V7'::::,:~~G::::..!~::'.!=~:'.::;,:1,~i'.'.''-l----l---+---I---I DEPUTY CITY ENGINEER PE 28176 EXPIRES 3131106 DATE b AftJT6'.5 LJWN BY: I PROJECT NO. I DRAWING NO. DA TE INITIAL DATE INITIAL DA TE INITIAL CS REVISION DESCRIPTION 1-0.c...TH...cER-AP.,_PR--OV--AL--1---CITY_;,,_AP.,_PR--OV--AL;....i ~~~ ~~: JF 3557-1 416-3 ENGINEER OF WORK 022806 0 00 ::e 0 (i') "Tl .a:. ........ .... ~ I w SUPERSTRUCTUR • r.D I tj- Cf. BENT E NOT SHOWN #11 -TOTAL ~\ 4 BUNDLES ~ th ['-...r #6 -TOTAL 6 ~ h,.__ I 3 ~ 1r:: • :\ TY£- \ ¾ \_ ~ ~ - F -------• . 0 I . ~ _l ' ' _,· t . ' • r----.._ ----~ • 0 I . ~ t f 3 #5 1r::::::,----i BO #6 LJ @ 9 @ 12 DOWELS -DRILL AND ND IN 6" DEEP HOLES II II l-3" I ----~--_..._.....,.__ __ _ 0 ,,....._ tO 1--z w (D .__,, +I n I . 0 N r.D I ,,....._ N I-z w (D .__,, +I n I . N N I ' I 2 1 /2" I I CLR TYP I I I I I I I I 0... I !'.'.= O'.'. I _J u • n + I . .....____ . ----' I'-I ·1 / I'-I I ' ' I / ' I r--- ( / / I " I / " I I / " I / I I ' F ' I I "-. ' I I / ' I / I I ' / ' I I / , . . . / - +I 0 I N --" :-r---~-: ,, ' I _,.-( ~ ~ --• -' r I . . . : -1/· . . . ) " } . . ,':. :,·· .. ·:··.·. ) 'I\ 2.,_ .. #51' 5' -0" - 1 o' -o" SECTION F-F ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) 1 2 3 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Diego, CA 92131 1/2" = 1'-0" Job No. 500-581 (858) 566-3113 CLR TYP EXISTING BE NT #6 @ 9 3' -0" 3 1'-6" #5 1~@ 12 DOWELS TYP -DRILL AND BOND IN -#6 \ I@ 9 H AND @ 9 VE ORIZONTAL RTICAL OOKS) (ALTERNATE #5 @ 18 /#BJL@ V I J / -~ ~~ . • ' - : .. . " . . •' ~ . ' . .. ·-,• . ' ., . ' ' ' . . ' H 9 #5 -TOTAL 10 #5 -TOTA 0 I L #5 -TOTAL 12 - 6" DEEP HOLE s 6 '") ~....-- / / ~- 1/ ·. ' . I '' . . , ' : ,.,,#-'1 • ~~ I ......-~J ----.t, r-~ I ~~1 I I ~ h--------,,, I I • . v I. CAP-v, ® I I I ·1 ® 1 · . , , . I I . I @ I • I I • I ,. V .,,-(i) ~ I • • I I I @ ,, \ . I I !'I..., ® ,. I I • I I • -----I'-, ® I I ~' I O • • , ,1 ·y ' • 'I 4J • • I • I • • • ' ' • I • I • • • ,, • I • • ,, • I ® I I I r------7 .-,, / ' ,. I :;7 ~: L I I -j I ~ ' r-,...- I \ ·, #9 i #9@ 18 .... J/ -~ ;.":. > -· ' . ' ' ~rr i'-JOTF ') --::, t.t. -ffi ' / -EXISTING BRIDGE FOOTING SECTION G-G NOTES: 1 /2" = 1 '-0" 1. FOR LOCATION OF SECTIONS F-F AND G-G, SEE "BENT DETAILS NO. 1 ". 2. #9 @ 18 TO BE PLACED IN CORED HOLES THROUGH EXISTING FOOTING. THESE BARS SHALL FOLLOW THE SAME SPACING INTO THE NEW FOOTING EXTENSION. PRESSURE GROUT BETWEEN BARS AND CORED HOLE. #6 / #5 @ 18 , / ~-r.D I . ~ • . r.D I . ~ • ----~77 . . · ... : : . . .. ·2"¢ CORED. HOLES . • ' ~ ~ I @ TOP OF EXISTING FOOTING r t OF CORED HOLES 18 0 .C. GENERAL NOTES -LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS, APRIL 2000 (LFD) (1996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) SEISMIC LOADING: SOC ARS CURVE FOR SOIL PROFILE D (M = 7.25 ± 0.25) PEAK ROCK ACCELERATION = 0.45g (INTERPOLATED) REINFORCED CONCRETE: EXISTING (ORIGINAL SPECIFICATION): EXISTING (RETROFIT DESIGN): NEW CONSTRUCTION: fy = 36,000 psi f' C = 3,000 psi fy = 36,000 psi f'c = 4,500 psi fy = 60,000 psi f' C = 4,000 psi CONSTRUCTION SPECIFICATIONS 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND SPECIAL PROVISIONS FOR THIS PROJECT . 2. CONTRACTOR TO VERIFY ALL CONTROLLING FIELD DIMENSIONS PRIOR TO ORDERING OR FABRICATING ANY MATERIALS. Cf. BENT--~ ' • • I • • • • I I ' ' I I I A /I ,1 ' ·11 ' I I / I I I . . . . / / • • f-1-------l'L.......--+-_.,. r I .._--+-__,'1--~- J v. ·"" • • ' ' . / ., .:::·-_,_::· .· _··. ;_· :':•_· '\~ . --' .-'. . ' NOTE. SEE SECTIONS F-F AND G-G FOR DETAILS NOT SHOWN. "AS BUILT" -,4/J.ll!TIO/f.4L CO;VCA'E/'c l"t:7/f rt?Oi7;V6 Sti4t. 6"TO 121/ T#/G/( SECTION H-H 1/2" = 1'-0" 4tWk · /,9,, ., l:'2,h,lflr, RCE t'-8/7(, EXP 3-:, I-OS DATE REVIEWEbD BY~,;_. :"~ . . -/ --. ) ✓/..!J4!,. ~~ ~/ INSPECTOR r t----+--+----------+---+---t---t----ll SH9EET I CITY OF CARLSBAD ~1 :==::::.==::::E:::NG:::IN::::EE::::R::::::IN::::G :::::D::::EP:::ARTM:::::::::E:::::NT==~L!2_j::== CARLSBAD BOULEVARD BRIDGE RETROFIT BENT DETAILS NO. 2 APPRO~~% YIILLIAM E. J.UJ~MER t---+---+-,,----,-,..--;,;-,-;-;-=---------+---+----t-:=-.,--,ll--:-;;=-I 44.//Af,6.,,. £ ~.... .. I--:: C, -/.J-tJS ,4S 8t.l/LT DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE 1-"ll'-,·2;;,.,~·0;;,;6+,,,,,,,,.,.,...,-"-"//."'-'P,O:;;..;;;.Ct):;.;.W,.;.;;~;.;.;-l'i...:;~;.;.;~...:;-H...:;~;.:;;~""'~;..;.;;;...:;5.;.:;;b?t..;.;.;;.. __ +----+---+---+---1 OWN BY: DA TE INITIAL DATE INITIAL DA TE INITIAL CHKD BY CS ENGINEER oF woRK REVISION DESCRIPTION 1-o-TH-ER-AP ..... PR-ov-AL-1--c1TY-AP .... PR-ov-AL--1 RVWD BY; JF PROJECT NO. I DRAWING NO. 3557-1 . 416-3 022806 -_ -"' "' I 0 0 '!1 (Il 0 , 0 3 1'-6" #6 1 '~DOWELS -DRILL AND BOND IN 6" DEEP HOLES -TOTAL 4 PER BOLSTER Ct_ BENT 2 OR 5 CONCRETE BOLSTER -TOTAL 2 OUTSIDE FACE OF EXTERIOR GIRDER --H 0 ,--._ w 0 (/) f-- (/) w 3:: .____, --H N '----~ 0 I -lf) --H co I ,--._ w 0 (/) f--(/) <( w .____, --H N '----~ n I ,tj- _________________ _/ ---- 11 11 11 I l I I 11 11 11 11 I I I I 11 11 ! I I I 11 I l It 11 11 11 11 11 ! I I I I! ! 1 11 11 I I ---------r--4---+-+-+ ...... li---+--+-----l...._+---+--..,_i.,,----"""'7 6"--i MIN TYP 0 #4 TYP --------...._ / / II ll II II / l I 11 11 11 II I! II II / -✓-- / / / ------/ r---- I ~ II II II / 7 / ,,,..--"--#5 tl TYP II II II II II II II II II II II II II II II / / / L_ ____ _ 11 11 l I 11 11 11 l I I I 11 11 11 l t II II II II II II I I II II II I I I L..__--_-_-_-.L.7 ____ /_/ __ _L__,,~---------3 ;,-_-6" -------------------- #6 1 '~ @ 8 DOWELS -DRILL AND BOND f t. GIRDER TYP t. BAY = Cf. PIPE RESTRAINER PIPE RESTRAINER -SEE DETAILS THIS SHEET <( w _J m ;::= w w (/) -H 0 Ct_ BAY = Ct_ PIPE RESTRAINER --......._ N '---- n I I -------------------1 ------------------ I -+----+------++- I I I ', ',' ' I , f-+---.----+-1~,---~~, '~~ I I I I --_I_ ----_______.___ ________ ....._ -----J_ -- SEE NOTE #6 r-DRILL AND BOND DOWEL TYP • 0 ~ m w w w _J (/) m <( f-- NOTE: FACE OF GIRDER AND BENT CAP SHALL BE CLEANED AND ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH BY ABRASIVE BLASTING, WATER BLASTING, OR MECHANICAL EQUIPMENT. SECTION J-J 3/4" = 1'-0" Ct_ BENT 2 OR 5 OPTIONAL CORED HOLE IN EXISTING TOP DECK SLAB AS APPROVED BY THE ENGINEER TYP IN 6" DEEP HOLES -TOTAL 28 PER BOLSTER #4 -TOTAL 4 (PER BOLSTER) --#5 tl @ 12 TYP 9 5/8"¢ CORED HOLE -------------r--r----- 1 I I I NOTE: BOLSTER AT WESTERN SIDE OF BENT 5 SHOWN, OTHER BOLSTERS SIMILAR EXCEPT AS NOTED. I I I I I I ---------,-7------ • 1 I • ------ ---... 0 PLAN t. PIPE RESTRAINER ----r----...._ I 11 I I ~ ~ 1 1 /2"¢ A325 THREADED ROD -TOTAL 6 PER END END VIEW 1" = 1'-0" ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) 1 2 3 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Diego, CA 92131 3/4" = 1'-0" i I I --I--- NOTE: THREADED ROD SPACING 8"¢ XX-STRONG PIPE x 12' -0" LONG IS THE SAME AT EACH END. PLAN 1" -1'-0" PIPE RESTRAINER DETAILS AS NOTED DOWEL AND GIRDER TABLE BENT 2 BENT 2 BENT 5 NORTH SOUTH NORTH A 2'-7 1/4"± 2'-7 1/4"± 3' -7"± B O' -8" o'-8" 1 '-8" 3" CLR TYP • I I I I m w w w _J (/) m ;::= -------+----------...----! BENT 5 SOUTH 2'-7 1/4"± o' -8" • • BENT CAP 5'-1" 2'-10"± 5'-1" 13' -0" SECTION K-K 3/4" = 1'-0" "AS BUILT" DATE u!?L>/4.b 'r5ATE fs"Hwl CITY OF CARLSBAD ~ t----+---+--------------+-----+---+---<>-----1 L__2Qj ENGINEERING DEPARTMENT 1..21...J :==:.:::::==========-==::::::: CARLSBAD BOULEVARD BRIDGE RETROFIT BOLSTER DETAILS APPROVED WILLIAM~~~ER 1----+---+--------------+---+--+----,1-----1 4.ta4m · < ~-. > c,-1.1-os t----+---t-,,,---,,,,,5777,-,=----------+---+--+;::-;--r,r-:--::==I D~LHY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE s ,t). 1/. r :i. DA 1E INITIAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION 3557-1 416-3 Job No. 500-581 (858) 566-3113 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 022806 FN: CARL-ALL JOB:500-581 REV:03/02/05 CONSISTENCY CLASSIFICATION FOR SOILS According to the Standard Penetration Test Penetration Index I Granular (blows/Ft) 0-4 5-9 10-19 20-34 35-69 >70 Very loose Loose Slightly compact Compact Dense Very dense Cohesive Very soft Soft Stiff Very stiff Hard Very hard LEGEND OF EARTH MATERIALS □ GRAVEL □ SAND '" ,,,1 SILT "' [2l CLAY ~ SANDY CLAY or ~ CLAYEY SAND :;:;: SANDY SILT or U/ SILTY SAND ~ SILTY CLAY fill CLAYEY SILT ~ PEAT and/or ~ ORGANIC MATTER ~ l"ILL MATERIAL ~ IGNEOUS ROCK § SEDIMENTARY § l,OCK ITITTfi METAMORPHIC IWll/ i,OCK NOTE: Classification of earth material as shown on this sheet is based upon --field inspection and is not to be construed to imply mechanical analysis. '--0 <T z ? c.n 0 0 I c.n 00 -~(/) <O 00 O <O c.n ::, 0, 00 00 ~o -· :c (.}l i -· ~?g I ;,. c,,o -►(/) --t,J c.o <iJ ''"" -:;> "' -(/) C ~ ~ ~ ~ 5 rn(I) <:-G) s: -0 ~<: ~~ N -<: 2 ~ G) ,?)._ '"'~ ~fTJi'.f ' ,; ~ ~n'ffi: m ~~~~ 'I -I o, \~ l, o, I .. ,,.,, \\ ~ \ ' ~IC:, z ,. f:i '" "' ;1~ 0 ,. ;o r " ::0 P1 < Vl 0 z 0 P1 Vl (') ::0 -u ::I 0 z 0 c:, :i' ,. "' -I "' "' ~--· = ![': !'-. o--~ --0 "'T] ;:u c-rcl 0 r ~ z (I) r -l ON(J) ~fTIO (/) 7J )> ~ r N--0J - ~ ~ : : II II ~ N o_ o_ < I fTI 0 ;:u ;:u -, --N 0 0 )> z r -, )> r i; fTI ZO (/) 'T] -0 :::0 0 71 -r m ~ 1-_-t-t-i-t1-t,-r1-r1-T 1 "' z ~ :] ,. ,. r r '.:: Q c:, ,-,. ::! i'1' ~ .,, i ;,JOO <IO!: Oi: AZ 00 c:, !:;J c:: =< Q ~ I N 0 N N 0J + -(J1 0 N N .j>. + -0 0 N N .j>. + - (J1 0 N N (J1 + - 0 0 N N (J1 + - (J1 0 N N m + - 0 0 N N m + - (J1 0 N N m + - (J1 0 I N 0 -CJ l>l :::o (") :::i: l>l CJ ~ 0 ;:u ~ G") fTI f---:::o 'T] Cl C )> c·OU) -,2;z ► ~ c5mr <-.j>. <: I ► . ):• -, u, -; m o 1>7 I I H-. :::ll C.O -....J -....J . l>l 0 2: 0 C-) • Cl H-e: 2: -; l>l :::lJ l>l CJ ~ 0 ~ .i,. co co co-< ~~-· =< 1-----~ l'1il&ila: cl (.:> ::0 CJ') 2 c,, ,.,, ';'-I ~ -...,,.z 0 0 .i:,. ;,' -.,,. :,;; O') z I Cl wz p ,,, ~ ;;; z r f;l C "' le ["1 "O "O ::; ~r 01> a:: --.J "' ~~ cl ! "' c:, ~ r-~ 0 to ::0 G) ::0 r- 0 i5(/) .,, G) ~ rtj rn t1 (/) ::0 to -i rn o to ::ti C: o or-::o rn ~ ::0§ G) -I ::0 (/) ti LL ~O LL £-9L~ ~MO n -"' i--:3 ~ >-< z i::10 ~>:cj C) on ca> ~:;:o ~~ ~ttl ~ I I El "' ul I"> \j -t 0 ~ "' 0 ,.,, ~ J i;:i ~ ~ ' • ~ 0~ ~ ~ l"1 1'1111' I' -)> (/) (lJ C ~ -- = l::::s = = 0-,. • 2-1/4' CONE PENETROMETER ~ ~ Bl 17 L .J ~ SAMPLE BORING (DRY) ROTARY SAMPLE BORING (WET) AUGER BORING (DRY) TEST PIT DIAMOND CORE BORING fiiil JET BORING ~ ELECTRIC CONE A PENETROMETER g 8 B-No. Top Hole El .3 1 r Groundwater Blows per foot • Surface (Using 28 lb --,.__ 30 : • GWS Elev hand hammer Dote measured with o 12" free foll) p ~ < Description of Pulled Pipe 60 material p ,s::j ($)) Somple 500 , 1 (S) token Refusal Boring Date SAMPLE BORING (DRY) LEGEND OF BORING OPERATIONS C B-No. i Top Hole El ..9 Cosing driven r----Description of material Size of ~am~ler -----, r---Unit weight (lb/cu ft} Penetration index ,---% · t (u · 140 lb mo,s ure * smg . • c Consolidation test hammer with o 30 2. drop or os noted) Elev Unconfined compressive Dote measured strength (I/sq ft) ---;:;;,v,;--j Conformable moteriol chonge Shear strength Lj-::.C.f-Estimated material c~onge .§ 8 Top Hole El ..9 NC No count recorded ~ Pushed ___ _,,,. : Driving rote in seconds ~ per foot (Using a No 2 ~; McKiernon-Terry air 91 hammer at 115 psi or ~ as noted) ~ " "' , .. 8-No. GWS ,,_ A Elev 175/09 I ' (lb/sq ft) ----Uncon~rmoble motenol change . Vane shear Boring Date Other lob tests Bonng Date 100 ®) Direct shear @ Sieve 2-1 / 4" CONE ROTARY SAMPLE @)corrosivity @ Expansion PENETRATION BORING BORING (WET) @Compoction @ Soluob~ sulphotes @) Chloride @ Chlorine @) Consolidotion ® Sand equivalent I Top Hole El .3 B-No. .... Pressure measured along sleeve friction element (150 cm2 area) divided by pressure measured on tip Pressure measured on element (10 cm2 areo) element j ------J 200 ' 6 4 2 0 100 200 300 friction Rotio (%) Tip Beoring (TSF} Boring Dote ELETRONIC CONE PENETROMETER TEST Cone Penetrometer dimensions and testing procedures ore in accordance with ASTh1 standard D 3441-79, or as noted ELEVATION (FEET, MSL) 0 ~ ~ ~ >---~ .i,. 0 ~ ~ i'0 '...J >-~ .i,. ~ 0 ~ ~ ~ 0 >---~ .i,. G) 0 (/) "'s;: )> ~-< ~ • [Tl )> s:: -< G) 0 (/) 0 (/) )> ,, ..,z 0 • 0 <~ ~ "7 0 )> "'z -< -< [Tl 0 o.--.. ~ "7 (/) zo (/)'--' "7 .-- G) I -< ~ ~ i'0 ill >---~ .i,. I : Ill f(J z 0 cl Ol 1~ (J) .i,. I (JI ill -..J ;:u ;:u 0 fTI C 'TJ Z C 00(1) ::;,:z ► )> r -,a, fTI I ~ ;:um fTI I ~ z<.Oco 0 -....J (Jl 0 0 C • z H--, fTI :::0 fTI 0 ~ 0 ~ 00 0 N 0 >---~ .i,. ~ (Jl (J) >---.i,. ~ (Jl -..J >---~ .i,. 0J 0 ~ ~ (J) (.,J ,-; >----" I I__.. .i,. I J.i,. .j>. 0 (/) C ;:u ~ 0 ··~~ fTI OJ fTI I r I ~N Cl) -0 ::uo 00 :;; ::u z, • -< 00 )> ::u s:: )> -uo • [TJ <o [TJ (/) ::u )> -<z 00 [TJ < z:s (/)-< rrJI (/) !:j ~ (/) -0 ~ ' ~ ~ ~ t-- ~ .i,. 0 s:: (/) ►or 1 s:: :::j =< _-o ' [Tl -< : ooo' [TJ Z ClJ 0 (/) ::u .--[TJ Q ~ :;; [TJ Z-( '-.. ~ ill 00 f- ~ .i,. G) (/) ::u )> ~z '-.. Cl ::u~ [TJ (/) 0 s:: . '-.. (/) 0 '--' ~ ~ 0 (Jl 1-- ~ .i,. 00-< 0 .--[Tl s:: ~ ~ -0 [TJ )> ►-<o 0 [TJ -< (/) -a ► 0 0 z [TJ 0 -0 o~O [TJ (/) -Zo-< (J)y .. 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