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Daly St Z.ilch(Florida),�nc. February 20,2Qi4 <br /> Bus Shelter Impravennents Page No.2 <br /> CTL Project No. 138 i 154.104 <br /> Bus 3heher A-15 <br /> Core No•1 �re No•2 �one Nu.3 <br /> Ur�capped Leagth of Core 3.76 inches 4.06 inches 3.81 inct►es <br /> Cappod Length of Core �.01 inches 4.19 inches 4.d6 inches <br /> Diametcr of Core 3.69 inches 3.69 inches 3.69 inches <br /> Ratio of Capped I.ength to Diamoter i.09 1.14 1.10 <br /> Cornction Factor 0.892 0.904 0.894 <br /> Total[.oad 70.710 lbs. 71,290 Ibs. 70,260 lbs. <br /> Compressive 3trength before Cornxtion 6,610 psi 6�670 psi 6,59Q psi <br /> Corroctcd Compressive Strength 5,900 psi b,OSO p�i 5.870 psi <br /> Average of tfirce Cores Strength S,94U psi <br /> Bua Sheher A 22 <br /> Core No. 1 �No•2_ I�o.3 <br /> Uncapped I.ength of Can 3.58 inches 3.77 inches 3.72 mches <br /> Cappod L,�ngth of Core 3.86 inches 3.90 �nches 3.47 encbes <br /> Diameter of Core 3.67 inches 3.90 inches 3.69 inches <br /> Ratio of Cappad Length to Diameber 1.05 t.06 1.88 <br /> Correction Factor 0.882 0.884 0.889 <br /> Total Load 67,910 lbs. 65,b70 Ibs. 67,870 lbs. <br /> Compressive Sh+ength before Correction 6,350 psi 6,140 psi 6,350 psi <br /> Corrected Compressive Stra�gt#e 5,600 psi 5,430 psi 5,650 psi <br /> Average ofthree Cores Strength 5,560 psi <br /> Bus Sheiter A 23 <br /> �g�gNo. 1 Core Na.2 Core No.3 <br /> Uncapped Length of Core 4.66 inches 3.76 inches 3.67 Inches <br /> Cappad Length of Core 4.79 inches 3.89 inches 3.92 inches <br /> Diameter af Core 3.68 inchcs 3.68 inchas 3.68 inches <br /> Retia ofCapped Lengdt to Diemeter i.30 .1.06 1.07 <br /> Corrc�tion Faator 0.936 0.884 .887 <br /> Total Laad 76,260 Ibs. 79,I 10 ibs. 82,390 Ibs. <br /> Compr�ssiva Strengd�befo�+e Corr�ection 6,79Q psi 7,440 psi 7,440 psi <br /> Cornc.�ed Co�aptessive Strcn� 6,360 psi 6,580 psi 6,60p pei <br /> Av�rag+�of�Coc+es Strtngth 6,510 psi <br />