Laserfiche WebLink
Job <br />Date <br />STRUCTURAL MATERIALS <br />CONCRETE <br />Job No. i MARTIN CONSULTING GROUP, Inc. <br />2204 PLAZA DRIVE, SUITE 130 <br />ROCKLIN, CALIFORNIA 9576.5 <br />916/256-4816 FAX 916/302-4065 <br />Element f c at 28 days Comments <br />Slab on Grade (e/n) 3004 psi Design for 2500 psi <br />Foundations (e/n) 3000 psi Design for 2504 psi <br />Grade Beams <br />Suspended Slab <br />Fill over Deck <br />Beams and Girders <br />Walls <br />Columns <br />Precast Wall Elements <br />Pile Caps <br />Piles <br />Drilled Piers <br />Other <br />REINFORCING STEEL <br />#4 and smaller ASTM A615, Grade 60, Fy = 60 ksi <br />/-'q5 and larger ASTM A615, Grade 60 including Supplementary Requirements S 1, Fy = 60 ksi <br />v/elding: ANSI/AWS 131.4-79 <br />STRUCTURAL STEEL <br />Element <br />ASTM No. <br />F ksi <br />Beams, Girders. <br />Columns <br />A992 <br />A572, Grade 50 <br />50 <br />50 <br />Tube Steel <br />A500, Grade B <br />46 <br />Pipe <br />A53, Grade B <br />35 <br />Plates <br />A36 <br />36 <br />Connection Bolts <br />A325F <br />92 <br />Anchor Bolts <br />A307 <br />36 <br />Welding: ANSI/AWS D1.1-94 <br />MASONRY <br />Type: <br />Fm = 1500 psi grouted solid; 1350 psi not grouted solid <br />Special Inspection: Yes No <br />Gtement <br />I ASTM No., Grade <br />28 Day Stren th <br />Hollow CMU <br />C90, Grade N-1 <br />1900 psi <br />Solid Brick Units <br />C62, Grade MW <br />2500 psi <br />Hollow Brick Units <br />C652, Grade MW <br />2500 psi <br />Mortar <br />7-7t— <br />C270, T e S <br />1800 psi <br />_ <br />C476 <br />2000 psi <br />%WCG-02-PC\8ackap X DriveNartin Consulting Groupk19 Jobs•19266 - Waste oil tank in Lodi check for Oil Stop`•.CAks1STRUCTURAL MAI'f�RiALS.doc <br />