Laserfiche WebLink
i <br /> I <br /> q- Abut I Bent 2 C Bent 3 Bent 4 <br /> > I/ I/ <br /> Edge of Deck <br /> x� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x <br /> I <br /> 1 09 0 "B" Llne <br /> �6 a l l7 0 9 +00 <br /> N <br /> i <br /> UP <br /> 90 <br /> X\ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x <br /> Notes: <br /> Structure Edge of Deck <br /> I <br /> Approach Slob 1. Contour Interval Is 0.10'. <br /> PLAN 2. Contours do not Include camber <br /> 1"-20' x = l0' intervals <br /> i <br /> (Z Bent 4 Bent 5 Bent 6 Abut 7 <br /> Edge of Deck <br /> �x x x x x x x x x x x x x x x x x x x x x x� <br /> 90� <br /> 91 <br /> 9/ N <br /> O <br /> "B" Llne +00 3 + 2Ln <br /> E <br /> 01 <br /> 9/ �— 9I o <br /> 90 <br /> x x x x x x x x x x x x x x x x x x x x < x x <br /> / L <br /> Edge of Deck Structure <br /> g Approach Slab <br /> PLAN GENERAL NOTES co <br /> /11=20' LOAD FACTOR DESIGN o <br /> Design: Bridge Design Speciflctatlons <br /> 1983 AASHTO with Interims and Revlslons by CALTRANS) <br /> Dead load: Includes 35 psf for future weoring surface. <br /> Live loading: HS20-44 and alternative and permit design load. <br /> Selsmlc loading: Caltrans Selsmlc Design Crlterla Verslon 1.1 July /999 <br /> Peak Rock Acceleration = 0.2 g z <br /> Soll profile Type D o <br /> Structural Concrete, Bridge Magnitude = 6.5± 0.25 a <br /> Reinforced concrete: fy = 60,000 PSI w <br /> ® N o <br /> Structural Concrete, Approach Slab f'c = 3,600 si <br /> P <br /> Q <br /> ® Structural Concrete, Bridge Footing n = 8CD <br /> Transverse deck slabs (Working Stress Design) Qxoo>~ Q*p ESS1oNq� <br /> ® Structural Concrete, Bridge f S = 20,000 PSI REGI D CIVIL ENGINEER <br /> (4,000 Psi at 28 days) f c = 1,200 PSI _ <br /> Jeff W. Olson z <br /> o <br /> n = l0 PI ANS DATE c No. C42728 A <br /> CONCRETE STRENGTH AND TYPE LIMITS Prestressed concrete: See "Prestressing Notes" on "Girder Layout No. 2" sheet. QUINCY ENGINEERING, INC Exa.3-31-03247 134 <br /> Ramo <br /> No Scale Sac amentoSCAlrcle 95827 - 2512 F of A��F� w <br /> :11z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL <br /> N0. SHEETS Ld <br /> A. SANGHEz I1i01i01 COUNTY OF SAN JOAQU I N NO SCALE DECK CONTOURS AND OVERHEAD <br /> JEFF OL5ON 5/02 P . K I MAL 5102 s/��o: � /�e�i. `ls'l�L BRIDGE NO , 29C -041 1 21 41 <br /> FILE NAME DRAWER SHEETN0. ACAD I REVISIONS I DATE <br /> sO85edc. dgn JB 11 /21 /01 <br />