|
i - Canal / 5'-o" Berm
<br />Pier 2
<br />ACutment 1 4 -Pier 1 J ; : - - __ Abutment
<br />C ``�
<br />►�- - i4'S-� --- 16` 0"- - - -- . 16 04, - / }�- - 16' p �V4 ----16' p"--- -- - ------ 116
<br />- Y - - - t . groin- 18"Berm-
<br />- - - -- _ t
<br />n n ,L1 n- n ---t --r�--
<br />---n----
<br />-----n- ;��--- - -- - -- - - ---
<br />--- --ter - - -- - - - - -- _ _ _JL 1771
<br />-50ttom of curt, - -- - - - - - - - -_ - __ _. .--- - - - �-_ --_ - - - -------1 r_------ P„-__-_ _ __-7 f------------- -----_`--- - -- - - -7
<br />„ (r - -- - - - - - '----__ _--------- - -7,17-- - -- - _ - --------/r----1J4� 5- --- ----- --- --------------------------------------- - �I
<br />- / II
<br />ga r, if-�-lI-------42'4"-- 41-T - - --- -------- -- -- --- -- - 35,_3„ ___ _ - �-► .e -
<br />8
<br />3 -t Bridge and r 'c _ _ __......_- __ ---- -=r`l------- ------ -�`r---------------- j1- ----__--------_____- -- -T
<br />-9
<br />A
<br />IL
<br />R,�adWay H�- ;,'� r ��- --, �. - -- - --� ,--__-_-- - -- ----- ---- ---- - --, -Paving
<br />_ EI 193.96- Backwoil Station L- 1052 t 30.00
<br />i
<br />IL_ - - - __ - - - - - - - - _. _! _ _ - _ - _ _ _ _ - - -- - - - - - - - - - - j El. 193.9E
<br />r---�,��= J�------------------7 �_ -__-- - --- ------ ---- -------�� 9,
<br />F'oving notch baf er ,., y , j l0°08'- ` ' //I �Diophrogm
<br />--
<br />-- --_
<br />1 • - - 0100 rogm 1 �s Backwall -
<br />,.18•x., � --------=--------....----^-- --_.-j -------_-------- L---- -------___-- �---------. --,_ ---------------------
<br />Y J -- ---- 1
<br />- - - - - - - - - Drain - - - - - -
<br />tch buffer
<br />- - - - - -- - --T �-__--u=------ - s--= -- ---__* _ __-_ -=__- - - - ---- -- -- ------ -- - -- --- -- - -- - -- --- - - -- 801
<br />Li R.
<br />_.-.� __ _�_�__T�__II_- - - -
<br />- - - ---- - �-zT -- - - ---- ----- ---- ----- - - - - - ----- -----------U-� ---2 -- 1 �1
<br />-a Y 1, -Metol guardrail and posts 6\ p _ JA
<br />PLAN
<br />j�
<br />l 1 O t 5 t0
<br />{ SCALE OF FEET
<br />�5`-f".--- -- ------ - - - ------ 9 Panels 6,-3„ = 118' 9��-----------__--------------=------------------------------------ - - --
<br />_ 1 (�?
<br />-3-0 23->i
<br />k
<br />' Metal railing and posts -,(2 i ,
<br />--- 1app top of concrete
<br />ncrete
<br />1
<br />I -- -- - - - _ - - - --=- -- -- -- - , M - - T --
<br />_ -- - --- - - - - - 7Z= _ -- --- -- - --_ - - _ _ _ -_- - _ - =-_- -__ __ - ---- _ -
<br />W S 24 m
<br />,1
<br />I: 1
<br />•
<br />TrTT
<br />Bottom. of metales to
<br />( (; ' �' I; ( ► ( (, ( be encased in concrete
<br />t
<br />- 24-8`-- - - - - -- - -- -----+
<br />t 1- 1G-0 > 10'-0"- Sl0pe 1"in IO` p„
<br />r Br7dae
<br />_ 1
<br />• E-1- 193 96, _ y .:-
<br />t t ,
<br />EI 169.4 4
<br />SECTION 8'
<br />-tr Bridge
<br />C ,-El. 193.96
<br />--T, i TTTIT-1
<br />,
<br />i(T-_1 - T- -7-�,---V,T-j
<br />179.63
<br />SECTION C- C
<br />-� E
<br />5 x s X O I -111 h l 1 0 x 24" w. 1. dowels -=.- -- �„
<br />6 (� . _ FwC W U l _ _ - - n . 1 P
<br />w 1 Plate --- - - t f� o , - - , 2 Elastic filler
<br />coc ed w,.. sp,hc, t _ . �.i i,r'� ; =
<br />N
<br />3 Chamfer - - --
<br />x I x
<br />0-11 ;
<br />Eastic filler - z., L ead PI.O'c
<br />3 4 K I i Lj
<br />/
<br />2_„
<br />Elastic filler
<br />W, >4 2 E'ast;c filler ' 1
<br />x8 x 0'-I/` 18 j" �, - 18 --
<br />w.1. Plate -- ,. F_ log tic filler
<br />(+ l 3 �hcmfer _ Elastic filler
<br />- -- - -- -------------- -- -- --Y-
<br />I L
<br />Lead plate 7.
<br />�1
<br />I
<br />< E i t I ►_ f SECTION E- E
<br />SECTION D^ -l7
<br />SCALE OF FEET
<br />COLUMN BEARING DETAILS
<br />it lit[
<br />_L 1;L 1_L_ li _ L r 9" r
<br />t '
<br />Bearing-_ '�_9„
<br />El. 17? r e>. -El 179
<br />�, `- -� 63 ! ESTIMATED QUA NT/TIES
<br />�t ABUTMENT 2"
<br />ABUTMENT 1
<br />Elos is filler a ou p e s - - 5„ ---- -
<br />! t r nd r r _ bAbutment ds
<br />,� ! or
<br />.
<br />� x W 1 Concr>Ate 270 Cu Y
<br />tack weld to plate - 1 x 2'- 6" w.1. bar, tack Reinforcement steel --------------46,000 Lbs.
<br />( f - El. 173.02 -. 4 t.I + 2 _
<br />Miscellaneous metalwork- - - - - - - - __ 8,900 Lbs.
<br />` , i weld to z Ox /5" ,5ors
<br />��. _ Plates some as shown ,
<br />t , ,
<br />in Yec. G -G '"Lr Beam
<br />El 169.44--- ' PIER 1
<br />PIER 2 El. 169.44 - �'� NO TES
<br />to oe� °-
<br />T f 1 Design bcsed on H-15-44 ioadl;'7g..n eccordonce with
<br />ELEVATION A -A
<br />'Standard- Specifications for Highway Bridges; The
<br />l eP s hole _�
<br />No. 1- -----'' ,'44 0 k Test hole ' LOG OF TEST HOLES American Association of State Highway Officials,
<br />�-' No. 2 Test hole No. 1 1944 -Edi tion.
<br />�
<br />r,24� El. /86.4 to 185.4 Sandy clay loorn Concrete design based on a compressive strength of
<br />' _ Q,� =,�, �;'¢.,3,, �•/ SECTION F- F E1. 185.4 to /80.4 C'la s'i ht fine Bond c
<br />X '
<br />Columns n �'3 Canal l4�.3, , y� g 3,000 psi. in occordance with the Joint Committee „
<br />r C sod El 180.4 to 178.9 Fine sand sli ht rla
<br />- - �>? , 9 � y Specifications for Concrete -and Reinforced Concrete
<br />f beams
<br />Bearing_- - - - - - tr Abut.
<br />,�' El. 178.9 to 169.4 Coy, Slight fine sond June 1940.
<br />`�235;�23"� ►G4" El. 169.4 to 164.4 Clcy and f;rie sand Abutment and pier footings - to be placed on undisturbed
<br />/ D D� 4 •
<br />i ..• ;-3"� ; ;!3'' El. 164.4 to 161.9 Fine sand, si.g.ht clay firm foundation.
<br />o Ory hole Footings designed for o soil- pressure of 2 tons per sq, ft.
<br />o ° - -- r' -t �i-_ _ _ - _ Test hole No. 2 Elevations at bottoms of roofings are approximate only
<br />.
<br />Station L -1052 t 30.00 Bridge - i Beom
<br />D. 183.9 to 182.9 Sandy cloy loom g. 214-D-14606.
<br />For Setion N -H see Dw
<br />�l 'r ---- - --� -- - - -- --- _ _,� _ - - - --
<br />� �- � ---------------_ , �-_ � -�- ,� -T- --------- - - --- - - - -L----- Y-- °p �-�N-Y- � � EI 182 9 to 176 9 Clay, slight fine San
<br />STATE NO. 29C-120
<br />-�, El. 176.9 to 171.9 Cloy and fine Sand.
<br />70 08' '' _- - ___ lL ,/ rc ° , p �, , , o rn x - - - El 171.9 to 169.9 Fine sand slight cloy
<br />o _ ,J , . 70Ca -- ° r;- Y �� 9 y UNITED STATES
<br />7p p8 �__�!-- _r_--- _-� El. 169.9 to 166.9 Clay,sllght fine sand , DEPARTMENT OF THE INTERIOR
<br />70°08`'' • i ^iia El. 166 9 to 162.4 Fine sand slight clay p RURF_ AU OF RECLAMATION
<br />t
<br />' O ! i , v��% t d i', i ' •- `h CENTRAL VALLEY PROJECT
<br />El-CAL/l�'ORNJA
<br />a . 162.4 to 157 9 Clay, slight- fine sand e�
<br />-9- 9,! - �, DELTA-MENDOTA CANAL
<br />Holes in plates -
<br />l8
<br />/Qr -->{ STA. L-1052* 3 0. 00
<br />I L P 2 _ _ _ ,
<br />1 N
<br />'J COUNTY HIGHWAY BRIDGE
<br />_ --��' 1 ° 1 -Y tr Abutment 2-- SECTION G G PLAN --ELEVATION--SECTIONS
<br />Abutment 1- + i -- - -- --21'- 2" _`�
<br />�C
<br />35'-3" ---'-------- ---- -- - ----------421_4"--- --------------- ----------35,_3„ ---- ---moi a DRAWN------,1.W,F=-------suen+lrrEO--
<br />K- __------- _ _ _-----------_-------_-_-_ ------ - - ___ ------ -----------------------___-------------------- N RACED.- ------ ----- -RECOMMENDED-
<br />'HE
<br />RECOMMENDED- - -- - -----
<br />1
<br />112` 10" � �'i ' T L R (j.
<br />LL -
<br />N CHECKED �L�'�•.. _ ��: _ _APPROVED_ _ ����z _
<br />/� CHIEF EN IMEER
<br />FOOT I NV PLAN W DENVER,COLORADO, AUG. 20, 19471214-0-14(
<br />J
<br />FILE NAME 1,'i vtiEi +1. ; ;EFT NO SHEET I of 2
<br />y
<br />C / Ae, � o, /077 ��(/ Get/!. 1,r1el /! /d ev �. pe -z_ Ts} .�-1N�tJDoT�t e'�a +�,4
<br />i
<br />1
<br />t t ,
<br />EI 169.4 4
<br />SECTION 8'
<br />-tr Bridge
<br />C ,-El. 193.96
<br />--T, i TTTIT-1
<br />,
<br />i(T-_1 - T- -7-�,---V,T-j
<br />179.63
<br />SECTION C- C
<br />-� E
<br />5 x s X O I -111 h l 1 0 x 24" w. 1. dowels -=.- -- �„
<br />6 (� . _ FwC W U l _ _ - - n . 1 P
<br />w 1 Plate --- - - t f� o , - - , 2 Elastic filler
<br />coc ed w,.. sp,hc, t _ . �.i i,r'� ; =
<br />N
<br />3 Chamfer - - --
<br />x I x
<br />0-11 ;
<br />Eastic filler - z., L ead PI.O'c
<br />3 4 K I i Lj
<br />/
<br />2_„
<br />Elastic filler
<br />W, >4 2 E'ast;c filler ' 1
<br />x8 x 0'-I/` 18 j" �, - 18 --
<br />w.1. Plate -- ,. F_ log tic filler
<br />(+ l 3 �hcmfer _ Elastic filler
<br />- -- - -- -------------- -- -- --Y-
<br />I L
<br />Lead plate 7.
<br />�1
<br />I
<br />< E i t I ►_ f SECTION E- E
<br />SECTION D^ -l7
<br />SCALE OF FEET
<br />COLUMN BEARING DETAILS
<br />it lit[
<br />_L 1;L 1_L_ li _ L r 9" r
<br />t '
<br />Bearing-_ '�_9„
<br />El. 17? r e>. -El 179
<br />�, `- -� 63 ! ESTIMATED QUA NT/TIES
<br />�t ABUTMENT 2"
<br />ABUTMENT 1
<br />Elos is filler a ou p e s - - 5„ ---- -
<br />! t r nd r r _ bAbutment ds
<br />,� ! or
<br />.
<br />� x W 1 Concr>Ate 270 Cu Y
<br />tack weld to plate - 1 x 2'- 6" w.1. bar, tack Reinforcement steel --------------46,000 Lbs.
<br />( f - El. 173.02 -. 4 t.I + 2 _
<br />Miscellaneous metalwork- - - - - - - - __ 8,900 Lbs.
<br />` , i weld to z Ox /5" ,5ors
<br />��. _ Plates some as shown ,
<br />t , ,
<br />in Yec. G -G '"Lr Beam
<br />El 169.44--- ' PIER 1
<br />PIER 2 El. 169.44 - �'� NO TES
<br />to oe� °-
<br />T f 1 Design bcsed on H-15-44 ioadl;'7g..n eccordonce with
<br />ELEVATION A -A
<br />'Standard- Specifications for Highway Bridges; The
<br />l eP s hole _�
<br />No. 1- -----'' ,'44 0 k Test hole ' LOG OF TEST HOLES American Association of State Highway Officials,
<br />�-' No. 2 Test hole No. 1 1944 -Edi tion.
<br />�
<br />r,24� El. /86.4 to 185.4 Sandy clay loorn Concrete design based on a compressive strength of
<br />' _ Q,� =,�, �;'¢.,3,, �•/ SECTION F- F E1. 185.4 to /80.4 C'la s'i ht fine Bond c
<br />X '
<br />Columns n �'3 Canal l4�.3, , y� g 3,000 psi. in occordance with the Joint Committee „
<br />r C sod El 180.4 to 178.9 Fine sand sli ht rla
<br />- - �>? , 9 � y Specifications for Concrete -and Reinforced Concrete
<br />f beams
<br />Bearing_- - - - - - tr Abut.
<br />,�' El. 178.9 to 169.4 Coy, Slight fine sond June 1940.
<br />`�235;�23"� ►G4" El. 169.4 to 164.4 Clcy and f;rie sand Abutment and pier footings - to be placed on undisturbed
<br />/ D D� 4 •
<br />i ..• ;-3"� ; ;!3'' El. 164.4 to 161.9 Fine sand, si.g.ht clay firm foundation.
<br />o Ory hole Footings designed for o soil- pressure of 2 tons per sq, ft.
<br />o ° - -- r' -t �i-_ _ _ - _ Test hole No. 2 Elevations at bottoms of roofings are approximate only
<br />.
<br />Station L -1052 t 30.00 Bridge - i Beom
<br />D. 183.9 to 182.9 Sandy cloy loom g. 214-D-14606.
<br />For Setion N -H see Dw
<br />�l 'r ---- - --� -- - - -- --- _ _,� _ - - - --
<br />� �- � ---------------_ , �-_ � -�- ,� -T- --------- - - --- - - - -L----- Y-- °p �-�N-Y- � � EI 182 9 to 176 9 Clay, slight fine San
<br />STATE NO. 29C-120
<br />-�, El. 176.9 to 171.9 Cloy and fine Sand.
<br />70 08' '' _- - ___ lL ,/ rc ° , p �, , , o rn x - - - El 171.9 to 169.9 Fine sand slight cloy
<br />o _ ,J , . 70Ca -- ° r;- Y �� 9 y UNITED STATES
<br />7p p8 �__�!-- _r_--- _-� El. 169.9 to 166.9 Clay,sllght fine sand , DEPARTMENT OF THE INTERIOR
<br />70°08`'' • i ^iia El. 166 9 to 162.4 Fine sand slight clay p RURF_ AU OF RECLAMATION
<br />t
<br />' O ! i , v��% t d i', i ' •- `h CENTRAL VALLEY PROJECT
<br />El-CAL/l�'ORNJA
<br />a . 162.4 to 157 9 Clay, slight- fine sand e�
<br />-9- 9,! - �, DELTA-MENDOTA CANAL
<br />Holes in plates -
<br />l8
<br />/Qr -->{ STA. L-1052* 3 0. 00
<br />I L P 2 _ _ _ ,
<br />1 N
<br />'J COUNTY HIGHWAY BRIDGE
<br />_ --��' 1 ° 1 -Y tr Abutment 2-- SECTION G G PLAN --ELEVATION--SECTIONS
<br />Abutment 1- + i -- - -- --21'- 2" _`�
<br />�C
<br />35'-3" ---'-------- ---- -- - ----------421_4"--- --------------- ----------35,_3„ ---- ---moi a DRAWN------,1.W,F=-------suen+lrrEO--
<br />K- __------- _ _ _-----------_-------_-_-_ ------ - - ___ ------ -----------------------___-------------------- N RACED.- ------ ----- -RECOMMENDED-
<br />'HE
<br />RECOMMENDED- - -- - -----
<br />1
<br />112` 10" � �'i ' T L R (j.
<br />LL -
<br />N CHECKED �L�'�•.. _ ��: _ _APPROVED_ _ ����z _
<br />/� CHIEF EN IMEER
<br />FOOT I NV PLAN W DENVER,COLORADO, AUG. 20, 19471214-0-14(
<br />J
<br />FILE NAME 1,'i vtiEi +1. ; ;EFT NO SHEET I of 2
<br />y
<br />C / Ae, � o, /077 ��(/ Get/!. 1,r1el /! /d ev �. pe -z_ Ts} .�-1N�tJDoT�t e'�a +�,4
<br />
|