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1~ <br />l <br />(g) iORK L`1 1i~FLZiNG ti'TLATHi~R: Unless other~~y2se specified, concrete wren de- <br />posited shall have a temperature of not less than 50° Fahrenheit, nor more titan <br />115° Fahrenheit. In freezir_g ~~,reather, suitable means shall be provided for <br />ma.intai.nirig the concrete at a temperature of 45° Fahrenheit for a period of ;'lot <br />less than seven (7) days. Methods of he<a.ting shall be subject 'to the approval <br />of the Engineer. <br />Construction mast stop if the temperature falls to 36° Fahrenheito Ido <br />frozen materials shall be used in the concre~,e nor shall concrete be laid on <br />frozen ground. Any concrete ~rThich ;nay be damaged by frost action shall be re- <br />~laced by the Contractor at his ovm expense. <br />(h) }.'ROTE%TION APTD CURING: After the forms have been removecl the concrete must <br />be cured by covering ~;rith ti,ret burlap or cotton mats ~rrYlich shall be 1Lept in a. <br />tl-ioroughly moistened condition for at least 2~. hours. As soon as the ~rJet bur- <br />lap has 'oeen removed the curt; shall be covered yri~th touE,h, durable, one hundred <br />percent sulphate Kraft paper cemented ZRrith a suitable bituminous material after <br />the ex?esed curb ha.s been tl~.oroughly drenched with 1~1a ter. This paper shall be <br />left in ~1a.ce, properly anchored vri~th stones or earth to prevent disturbance by <br />~~,ind, for a period of sip: (n) days. <br />(i) TRt~i~ISPEu?r~~i' FILi,: I~ETIIGD OF CURIITG: After the concrete ha.s been properly <br />placed. aizd finis<<ed as specified, and ti~~=hen so permitted by the Engineer or speci- <br />fied, cast-irl-place concrete curb ma.y be cured by the use of a colorless trans- <br />parent film nreetin~ the requir. ements of said State Iiigh~Tay Specifications, Sec- <br />tion 1~I-10.21x.. The preliminary curing by the use of ti~!et burlap or canvas may be <br />omitted i~*hen ti~is t~ lie of curing is folloa.ed. <br />The curing inaterial shall be applied uniformly by means of a'rl appz°oved <br />pressure spray distributor at the rate of one (1) ~;al_l_on to each 55 lineal feet <br />of curb, and it shall be so applied that the concrete surface is completelJr <br />coated and sealed at one application and is not marred. T1.1e curing material <br />shall be applied immediately after the curb forms have been stripped. Aster the <br />surface ha.s been coated, it shall be protected from all traffic or abrasive <br />action from any source. <br />.Complete duplicate spra4ring outfits shall be on the site of the ~raork vdZere <br />this method of curing is adopted before concretir_g is started. <br />Contractor sl;.all erect suitable barricades a.nd take adea~uate precautions to <br />keep all traffic or paving operations off the conc~'ete curb until the e;rpiration <br />of sever (7) days from the tune of application of the curing compound. <br />(j) EXPAndSTON JOIl~TTS: At intervals of thirty feet a 3/L~!' expansion joint filled <br />=,rrith pre~nolded bituminous e~-pansion material shall be constructed. <br />(lc) RADIUS CUPS: Straight curb forms shall be used on all straight runs and set <br />to curve on all radii over sixt~T feet (50t). Cvr'r~ forms of standard radii shall <br />be used on all locations which call for less than a sixty foot (60~) radius. <br />(1) COST: The contra.c~ price per linear foot of curb, lrahether straight or radial, <br />r:_ust include all costs for. material, labor; forms, erluipment, machinery, T^tater, <br />e}~ca.va.tion, ra~~Lr~ling, finishin", curing a.nd disposal of all surplus during con- <br />struction and for the period o.f: pav9ng• guarantee. Curb must be true to line a.nd <br />Grade of street before final acceptance. <br />1.~. SPECIAL 1~E~U1RH''ERTTS: <br />(a) EY.Ai~~INATI0P1 OF PL1~iJS .Ai~ID SITE: The Contractor shall carefully ex~mrrine the <br />plans and specifications, and sYlall ma.l.e his oti~n estimate of the quantities of <br />c-l~ <br />