HomeMy WebLinkAbout1997 - Graves Creek 11 M I
88
E8 DIST COUNTY POST MILES TOTAL
59 —6 Y MeGsured along of Roadway ROUTE
TOTAL PROJECT NO. SHEETS
4 5 0`�t
6' 1'—9"'Y SLO
I
Bro 2J 4
Br-q
4 1
11 8
"*NGINEER CIVIL
REGISTEkED
RO0dW0 N. INGRAHAM
y
Uj
No. 26242
Ele v 69.O�± 3/98
> PLANS APPROVAL DATE Exp,
Elev 69.0± UBW CIVIL
Toe Raj/
Ingra IKK
ham Dejesse Assocl9tes, Inc.
Consulting Structural Engineers CAL
825 Page Street, First Floor
Berkeleyo California 94710
H. W. El. 6J.6 1125156 -0*-�Existing J6WF194
Exis tin g
Concrete 71 6 Y MON.-00 7" 6 Girder, Typ.
Abutment
LE
T virr—1(43"A L E C TI 0 N
Approx OG
Scale: 1`�-5�-O"
'—'-----Exl*stl'ng PCC Piles, Typ.
Datum Elev 50.0-±
0+50 Z 1+00 Roadway
Ele v 69.0--� <
Abut I Abut 2 A— Ele v 68.8±
V A
ELE ATI 0N"
SCO/e: 1`--5 0"
Ele v 61.6±
Existing
Concrete
Abutment
7-0 -t .1 71
T— E
Girder & INDEX TO PLANS
ea'r"ing, Typ ExistIng 15C40 'T1 ^N AT ABUTMENT
End Diaphrogm S E
BB Sto 0-�5325_7� 0 Sto 1-f 12.75.± scale: C-51 0" SHEET NO. T1 TLE
���Intermediote Gen eral Plan
Elev 69.00±
Diaphragm, T)p Ele.v 69,00 2 End Diaphragm
To Paso Robles Strengthenl*ng Details
0+50 , 1+00 11 1 LEGEND
Roodwo"
y
1ndkGteS EXiSting Structure
To Creston Rd Indicates New Construct*
Ion
"Indixtes Direction Of TraffiC
Strengthening
-T-
End Diophragm
At Girder Support
Bearing
-Bearing STANDARD PLANS DA TED JUL Y 1992
A 10A Abbreviations
A 10B Synbols
PLAN
scale.. 1 5, 0" NO TE.-
The contractor shall verify G//
controlling field dimensions
before orderin or fob* t*
9 nco Ing
any m a t eriol.
By MOWN CHECKED EARTHOUAKE- RETROFIT
WIUjIAM W. ADDIZSPURGER DE81ON LIU P. GORYL
BROM NO.
PREPARED FOR THE
DESIGN OVERS1014T Tj ABu—mApimm DETAILS CHECKED By CHECKED M. BENOIT
H Q. UU LAYOUT 4 63
Q. UU N. INGRAHAM
C1 CN P. GORYL 9C-01 GRAVES CREEK BRIDG
it I I --- N la
I I�P-- 9- now CHECKED By PLANS AND SPECS PROJECT ENGINEER MILE
SIGN OFF DATE QUANT, MES By J.C. deSI SPECIFICATIONS 1F ATASCADERu^
!�j 1 11111 1 � Q. UU LVA P. GORYL COMPAR CITY V4*
cc ------ ED R. SENNETT
GENERAL PLAN
------------- CU 105-152 010i --
<-> CL REVEM DATIM
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS EA 05-1,0281 DISREGARD PRINTS BEARING SrAM ONLY) OF
0 2
CONTRACT NO. 59Y026 EARLIER REVISION DA
2A
2
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT NO. SHEET
5 SLO
REGISTERED INGINEER CIVIL
N. INGRAHAM
N 26242
' S
Girder & Girder & DetG,,#1 imilar PLANS APPROVAL DATE Exp. 3Z98
CIVIL
Ingraham DeJesse Associates, Inc.
Bearing, Typ. Bearing,
TYP Consulting Structural Engineers
M OF C
825 Page Street, First Floor
BB New End Diaphragm New End Diaphragm--, EB rkeley,, California 94710
Strengthening Strengthening
Be
R'I nflwn I"
oodWC7y
Roadwcy
G1 NERA L NO TES
LOAD FACTOR DESIGN
Detail "l Bridge Design Specifications
(198J AASHTO with Interims and
J_ Re vision s by CA L TRA/VS)
DESIGN SEISIVIC LOAD
BearIng Bearing A TC-32 A RS Curve
Peck Bedrock Acceleratl*on=0.6g
Soil Pro Re=Typ e D
Fault Moment Magnitude=75± .025
A
PLAN ABUTMENT 1 PLAN ABUTMENT 2 SpectraAcceleration Increased by 207.
1'�- 51 0"
- Scale.
scale#. 11�- 5t 00
S TEEL, W
fy =J6,000 psi (A,)b)
REINFORCED CONCRETE XISTING
E
Rroge Assumed for Retrofit Evaluation
f'c=J,750 psi
fy=44,000 psi
Girder Girder
Top o f 7 6 11-±
Existing ROAD PLANS
Ex t erio r Top of Existing For utilities, signs and traffic stagi*ng,
Girder see '�?OAD PLANS".
A In tenor
A
Girder Note:
J Y2
Existing End
The Contractor shall verify a// controlling
Diaphragm Existing End
Diaphragm field dimensions before ordering or
fabn'cating any material.
Existing End
6", 6AY'
A-57- 6 1-
I V8 Diaphragm
7 *'0 A J25N
18
W 'W ir or :z I
+1 + + Q) (TYP)
�z 4% 1
01 +
-4
�18110 A J25N
_:j V�� C12xJ0
NO
I 'Y16 1)
(TYP) tAMC18x42. 7
JY8"�t
PARTIAL ELEVATIUN AT END DIAPMERAGAWA
"E "TIf" ' A- A
"' ETAIL 1 t) U UN
U
SCGle.- J14 — Scale: J14 —
NOTE- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. EARTHOUAKE RETROFIT
----------
DESIGN BY CHECKED BRIDGE NO.
WIL"AM W. ADDIESPURGER Q. LIU P. GORYL PREPARED FOR THE M. BENOIT GRAVES CREEK BRIDGE
DESIGN OVERSIGH I By CHECKED 49C-0163
.: TAA'),Z&W DETAILS Ar"a POW MILE
9 8 IMAD A8U- IE
By CHECKED
CD Q. LIU P. GORYL A"61TY AO' F AmIA4"CAlu"kER0
QUANTITIES END DIAPHRAGM STRENGTHENING DETAILS
77 Q. LIU J.C. deSILVA
-SIGN OFF DATE - ------ ---------- 1 1 11 11
1111,11� IN I I I _ I i m'MINARY STAGE 0 SHM OF
ORIGINAL SCALE IN INCHES I I I CU 05-152 DWEGARD PRINM BEARING
FOR REDUCED PLANS 0 1 2 3 EA 05—LO261 EARUER REVISION DATES NMI 7 71 2�45- 2 2