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'-o" Rcu('jwcv 2,-4"
<br />Perm - 2'_ 2o,
<br />Canal
<br />/0 -0
<br />A_/ Slope In /0'0"
<br />5 'o L3 p rrT,,
<br />Pier 2
<br />�0
<br />1 Abutment
<br />F Atutment I 4-pl,er
<br />C
<br />I if
<br />`; ►�- __4 5f -16-0 /6 0 f6' 0" 16' f 416-
<br />$7
<br />< 8"Berm C\j
<br />oln-,
<br />Dr
<br />n rl- ri -
<br />M r_1
<br />�8'4 Berm
<br />r - - - - d,
<br />F
<br />A K
<br />Bottom of curb P_
<br />-7 -7
<br />of - - - - - -
<br />r
<br />---------------- 1 5 If
<br />7 7
<br />35 3 4 T
<br />.9y 9
<br />8
<br />Z: .9 7
<br />_j L L
<br />-7
<br />L
<br />B ge and A
<br />--Poving tch buffer
<br />Cr RoUdwi Gy -7
<br />r
<br />H H
<br />1---Backwc11 ion L - 1052 -t- 30.00 N F/_ 193.96 - / ---stot 'El. 1059 4 4
<br />_j L L_ 7-- El. 193.9
<br />B
<br />4� SECTION 8
<br />4
<br />Bridge
<br />-El. 193, 96
<br />T
<br />T TT7
<br />_T-IF UT
<br />T1
<br />A
<br />_j
<br />El. 179.63
<br />SECTION C- C
<br />o Paving notch bvffer-_,9 qw 70'08 , 1 -. I --Diaphragm ,7 1
<br />-
<br />------- Dio hrcGm ----------
<br />_j Bockwoll E
<br />-Drain----------- X 0'- of
<br />P
<br />8 x 24" st *c filler
<br />Eockwc// W. dowels
<br />Elastic
<br />LT�� ----u U U J_ U_ _U_ U - - - - lfu _U_ U W Plate coded wif�, asphalt
<br />7
<br />6-0
<br />6-0--->-i F F +
<br />Metal guordrGil and posts
<br />J C cli -_ __.
<br />A v, Z%o A _y_
<br />C,j - % d
<br />11 3 - - - - _-_2' - Chomfer
<br />4
<br />x - x 0-// , . , r il,.
<br />3
<br />3'Elosolic filler-`1 L e(id
<br />PLAN 4- /3" pi-o
<br />;i > 4 3 311
<br />-W Elastic filler-, �11 5'�> 2
<br />T : •
<br />0 1 5 to -3
<br />OF 2 4 �'Elastic filler SCALE FEET
<br />8
<br />V 6.4 x 0'-//"
<br />8 18
<br />--EIGStIC filler
<br />1.
<br />w.1. Plate IT
<br />/
<br />1 "I'h G In Fe r >I -4 ---111 t
<br />Elastic filler
<br />G
<br />1241-1011 7 7 G C'.
<br />.T
<br />3" 118- 9"---
<br />Panels (0 6'
<br />I let of
<br />�7,
<br />-0- x x o'-Ni"
<br />8 opf
<br />Metal roiling and posts -,, . I I I
<br />I* . Lead plate ;7
<br />'Slope top of concrete .0.
<br />I F
<br />2
<br />-<JE
<br />0
<br />I I I - E
<br />SECTION E
<br />SCALE of FEET
<br />SECTION D, j
<br />W.S.- 24 Min.
<br />TT T
<br />Bottom. of metal post to
<br />COLUMN BEARING DETAILS
<br />be encased j�7 concrete'
<br />Li
<br />1,L H iL IL
<br />--j
<br />r
<br />Bearing 9"
<br />El. 179 6.3---
<br />E1. 179-63
<br />'ABUTMENT I -ABUTMENT 2 ESTIMATED QUANTITIES
<br />r 'Elastic filler Ground piers - - Abutment
<br />Ox 15 of W. T bars, -1 . - I -
<br />2 70 Cu. Yds.
<br />IL
<br />/1-<;P �__
<br />V. r,/\
<br />y
<br />ABUTMENT
<br />N1 .
<br />W te Reinforcement steel -------------- 46 000 Lbs.
<br />tack weld to plate 6'
<br />El. 173.02 2' W1. bar
<br />Miscellaneous metalwork- 8 900 L bs.
<br />J- weld to x 15" 5Grs
<br />Plates some as shown
<br />in Sec. G-G-B
<br />-
<br />ecm
<br />El 169,44---
<br />PIER I PIER 2 El. 16:9.44
<br />NOTES
<br />7008, Design based on H-15-44 loading, in cccordonce w'th 0'
<br />ELEVATION A -A
<br />Test hole
<br />'Standard Specifications for Highway Bridges" The
<br />LOG OF TEST HOLES American Association of State Highway Officials
<br />No. Test hole
<br />Test hole No. 1 1944 -Edition
<br />No. 2
<br />El. 1186.4 to 1854 Sandy clay loom Concrete design based on G compressive strength of
<br />SECTION F-F
<br />El. in accordance with the "joint Committee
<br />3 185.4 to 180.4 Clay, slight fine sand 3 000 p
<br />Columns and
<br />3
<br />Canal
<br />P 11 . , , i . El /804 to 178-9 Flne SGI7d,s/ight cloy Specificotions for Concrete and Reinforced Concrete"
<br />I - , f Bearing--
<br />C beams, Abut. El, 178.9 to 169-.4 CIGy, s/Ight fine sand June 1940.
<br />_y_v 3 -Icy and free sand
<br />El. 169.4 to 164.4
<br />I a Abutment and pier footings-. to be placed on undisturbed
<br />4 4
<br />- " I - 4 4
<br />_��3`, 3 t-f- Si,,ght CIGy
<br />4 4 El. 164.4 to 161. 9- Fine sand, firm foundation.
<br />;nlq
<br />'Zs � I - pressure Ory Ole Footing desIGned for a sol I of 2 tons per sq. ft.
<br />X
<br />e approximate v f footings or ate only.
<br />% 10
<br />D. 183.9 to 182 9 Sandy cloy loom -DWg. 214 -©-I 4606.
<br />-Station L - 1052 1- 30-00 For Setion 11-H see
<br />Test hole No. .2: ElevGt' ns at bottoms a
<br />Bridge Beam,
<br />to 176. 9 Cloy, slight fine SGnd
<br />co v El. 182.9
<br />A
<br />A A -IN
<br />t 1 1 A� I ft 176.9 to '171. 9 Cloy and fine sand, STATE NO. 29C-120
<br />4111r + - ___ - If N - 1 -1 % 11
<br />A,
<br />0 y 70 8' _ - lnl,* El 171.9 to 169.9 Fine sand slight cloy
<br />70'08' 1 1. -l", I _1� - , - N UNITED S T4 TES
<br />Q) 1 1 , . 70*08',- .0 -t El. 169.9 to 166.9 Claysly ght fine sand DEPARTMENT OF THE INTERIOR
<br />4
<br />% 70008'_ El. 166.9 to 162.4 Fine sand, slight clay 190F?rAU OF RECLAMATION
<br />'I ir CENTRAL VALLEY PROJECT-CALIFORNIA
<br />El. 162.4 to 1579 Clay, slight- fine sond
<br />4 1$ go,
<br />J_ k,• 9 DELTA -MENDOTA CANAL
<br />4 CA
<br />Holes in plates
<br />STA. L-1052'* 30. 00
<br />;.->j
<br />f tc P. 181#--' 1
<br />V
<br />Pier 2- ----- COUNTY HIGHWAY BRIDGE
<br />tr Pier I - - - 1 , -1 . I
<br />SECTION G-G
<br />Abutment -ELEVATION- SECTIONS
<br />_4
<br />abutment 1-- j i 1`<--7------21 2 ---------- 21 7 PLAN N 5
<br />------------- ---------------------- ----3 -DRA WN ------ J - Ws u a m t 7 r E D YU
<br />C\j TRACED---- --- -
<br />- - - - - - - - - - - - - - - - -------------------------- L R 6
<br />//?1- 10 -RECOMMENDED-
<br />-CHEI _APPROVED- 5a,&ke,
<br />CHIEF EN 17vEe,9
<br />FOOTING .'PL A N
<br />W ENVER,COLORADO, AUG. 20, 1947
<br />Q: SHEET I OF 2 d214-0-14605
<br />FILE NAME L),�AWER
<br />CORD CIRAWiNG
<br />Ae- X/0. /077 av �,twiele-ti,+1v ep e, z>e4.rA X,,"6--rv,001A cA, vAe,
<br />
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