Laserfiche WebLink
229 <br /> <br /> A R=S0!.UTION O? TH~ ~OAED O? ~RUSTFiS OF TWE CITY OF <br />SA%~TA AI'A, CLI. I~=~IA, ?EOVIDINC FOR A FO~'f 9F SFmC~FICA~iONS <br />AND A SmANDAEZ LPWCYFICATION FOR ~!I STEEL FOR CONCRETE REIN- <br />FORC~FN~ ~0 2F ~TD T~' T~E City 0F SANT~ AWA <br /> <br />resolve as follows: <br /> <br /> S~C"3I~N !. <br /> <br />of Trust.~es ~ +~e City of <br /> <br />~':at t~'e fol]awing set forth speclfic~- <br /> <br />standard specifications for ~.~::0¢ for Con- <br /> <br /> _~a ~:~2] street work in "~.~e Cit' <br /> <br /> aa "Standard S[ecificntion <br /> <br />CITY OF SANTA AN.A, CALIFORNIA <br /> <br />STANDARD SPECIFICATION NUMBER 17. <br /> <br />Steel For Concrete Reinforcement. <br /> <br />B~CTION 1. <br /> Steel for concrete reinforcement shall ~c standard deformed bars manufactured from <br /> billet stock for the purpose, ~ree from excessive mst, mill scale, oil and paint and shall <br /> have ~n ultimate tensile strength of not less than sixty-~om, thousand (64,000) pounds per <br /> sqt~re inch, and an elastic limit of not less than .one-half (~) of the ultimate tensile <br /> <br /> ' (a) BEND TEST REQUIREMENTS. Steel bars shall si-and a cold <br /> degrees around a pin twice the thickness or diameter o{ the bar <br /> shall be bent to the dimensions and shape shown on the plans. <br /> (b) PIECING OF STEEL. Steel reinIorc~men~s shall .b~ ~? <br /> position shown on the plans and shall he securely held by ~re or other ~ <br /> dnrins the depositln~ aud tampluS oi the concrete. Steel reinforcement shall <br /> b~ laupinS a Nm~h equal to {orty (40)diameters o{ the bar and securely bin&~ ~ ~ire. <br /> <br /> ! hereby certify thor f]-e f~regoln~ Re~olutlon wa~ <br />dul~ ~nd regularly passed by the Board of Trustees of the Cit <br />of Santa Aha at a regular me~tlng thcs'eof h~Id ot~ the <br />of ~arch, i~25, by thc following vote: <br /> <br />Ayes, Trusts'es C..=. Chapman, Oeo l~cPl~ee, <br /> F.L. Puri~-~t on <br /> <br />Noes, Trustees None <br />Absent, Tr,~stees J.'~J. Tu%bs <br /> <br />15th day <br /> <br />Collier <br /> <br />Attest: <br /> <br /> <br />