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<br />Tracy Blvd
<br />Roadway
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<br />70 Ton Piles
<br />Total (8)
<br />CE
<br />I
<br />Pier
<br />PiE;r
<br />2'— 0 „
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<br />21— 0„ -
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<br />°
<br />411
<br />119
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<br />PARTIAL FOUNDATION PLAN
<br />1 " = 20'
<br />DU r- 7-0 A F � 6 YAI'l cl,,' CHAIkkill ;5j5 7-�--�rkl THE
<br />i
<br />b
<br />b
<br />B. M.
<br />U.S.G.S. Monument
<br />Brass Plate on Levee 180± Ft Lt
<br />of Sto 115+70± Elev 20.68'±
<br />cHAINNFj, zoirolli .AND THE S AT __--
<br />B�n�T
<br />7
<br />111r
<br />i'�'Ff VISA �
<br />AT TIP
<br />��FV/�TIO/v
<br />oF'_ -_50_
<br />CHAN&T
<br />l�IA-5
<br />APPACV&74)
<br />P"/
<br />Exist Piles,
<br />Typ
<br />EB Sto 120+ 16.00±
<br />S00° 12'30 "W±
<br />121
<br />PILE DATA - 70 TON PILES
<br />Location Design Loading
<br />Nominal Resistance
<br />Design
<br />Specified
<br />(Service)
<br />Compression Tension
<br />Tip Elevation
<br />Tip Elevation
<br />Pier 7 70 Tons
<br />280 Kips 0
<br />—55' (1) —28' (2)
<br />—55'
<br />Pier 11 70 Tons
<br />280 Kips 0
<br />—55' (1) —42' (2)
<br />—55'
<br />Design Tip Elevation is controlled by the following demands:
<br />(1) Compression (2) Lateral Loads
<br />GENERAL NOTES
<br />LOAD FACTOR DESIGN
<br />DESIGN: Bridge Design Specifications (1983 AASHTO
<br />with Interims and Revisions by Coltrons)
<br />SEISMIC LOADING:
<br />Peak Rock Acceleration =
<br />0.3g
<br />Soil Type D (per ATC-32)
<br />Fault Moment Magnitude =
<br />7.0
<br />New
<br />Reinforced
<br />fy —
<br />60,000
<br />psi
<br />Concrete:
<br />f'c =
<br />3,250
<br />psi
<br />Existing Reinforced
<br />fy =
<br />44,000
<br />psi
<br />Concrete:
<br />f'c =
<br />5,000
<br />psi
<br />(assumed for retrofit
<br />evaluation)
<br />New Structural Steel
<br />fy =
<br />36,000
<br />psi
<br />Existing Structural Steel
<br />fy =
<br />36,000
<br />psi
<br />NOTES:
<br />1. The Contractor shall verify all controlling field
<br />dimensions before ordering or fabricating any material.
<br />2. See General Plan for Legend.
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<br />TRACY BOULEVARD BRIDGE NO. 29C-022 SHEET N0.
<br />COUNTY OF SAN JOA UINo %� Consulting Structural and Civil Engineers - II IIY, IYIIILLII� I I ',Ilk IIIIYIIIYII III
<br />/�� REINHARD P. �� 170 Columbus Ave., Suite 240
<br />SEISMIC RETROFIT ACROSS GRANT LINE CANAL , y LUDKE m n+ D'Angelo SAN FRANCISCO, CA 94133-5160 3
<br />c� NO.: SE2545 m
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<br />APPROVALRECOMMENDED Il I.I.. Ill DATEI IIIIIlI. � EXP..3/31j0, � 4 ) 3 —201 Fax: (4 5) 834-2011 of
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE IIY ntl I. YII
<br />\ STRUCTURAL /
<br />/ � J�--
<br />E. GARRO 8/21 /98 204039.00 8/21 /98 M. SALMON 8/21 /98 �a}� �\F of cnvFo GISTERE CI L ENGINEER piATE 13
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