Pavement Design of Rigid Pavement

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<ul><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 1/15</p><p>Name of Project: Road Upgrading (Gravel to Paved) of Aritao-Quirino Road</p><p>Location: Sta Fe, Nueva Vizcaya</p><p>Station: K0291+660.800 - K0292+800.000</p><p>PAVEMENT DESIGNAND</p><p>ANALYSIS</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 2/15</p><p>Name of Project : Road Upgrading (Gravel to Paved) of Aritao-Quirino Road</p><p>Location: Sta Fe, Nueva Vizcaya</p><p>Station: K0291+660.800 - K0292+800.000</p><p>Representative CBR Value</p><p>Number of Sample Tested, n = 4</p><p>The Mean CBR, = 3.33</p><p>Standard Deviation of Results, s = 0.39</p><p>%</p><p>Xi = 13.30 (Xi-)^2 = 0.4676</p><p>Representative CBR Value= 3.07 % say, 3.10</p><p>0.0289</p><p>0.2209</p><p>0.1089</p><p>-0.33</p><p>0.17</p><p>0.47</p><p>-0.33</p><p>3.5</p><p>3.8</p><p>3</p><p>1</p><p>2</p><p>3</p><p>4</p><p>TEST PIT NO. CBR VALUE (Xi), % ( Xi - ) (Xi - )^2</p><p>3 0.1089</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 3/15</p><p>Name of Project : Road Upgrading (Gravel to Paved) of Aritao-Quirino Road</p><p>Location: Sta Fe, Nueva Vizcaya</p><p>Station: K0291+660.800 - K0292+800.000</p><p>A. DESIGN CESAL</p><p>a. 11 7.38</p><p>TOTAL</p><p>B. CBR = 3.10 % (Representative Value)</p><p>C. DESIGN PARAMETERS </p><p>Design Conditions:</p><p>Design Period yrs.Loading Including Overloaded Trucks (Phil. Average</p><p>Design CESAL axles</p><p>Concrete Strength psi</p><p>Flexural Strength at 14 days psi</p><p>Design Performance Period =</p><p>Design Traffic =</p><p>Design Reliability =</p><p>Standard Normal Deviation =</p><p>Standard Error =</p><p>Design Terminal Serviceability =</p><p>Design Serviceability Loss =</p><p>PCCP Modulus of Rupture =</p><p>PCCP Modulus of Elasticity =Design Subgrade =</p><p>Effective Roadbed Resilient Modulus =</p><p>Sub-base Elastic Modulus =</p><p>Sub-base Thickness =</p><p>Effective Modulus of Subgrade Reaction =</p><p>Drainage Coefficient =</p><p>Load Transfer Coefficient =</p><p>Loss of Support =</p><p>=</p><p>*** Minimum thickness of portland cement concrete pavement = 164.61 mm</p><p>SO</p><p>Pt</p><p>PSI</p><p>S'c</p><p>Ec</p><p>433,800.00</p><p>20</p><p>433,800.00</p><p>85%</p><p>-1.037</p><p>3,500</p><p>550</p><p>3,400,000.00</p><p>Esb</p><p>Mr</p><p>Type of Vehicle AADT DESIGN TRAFFIC EF</p><p>Rigid Truck 2 Axles 117,560.00 433,800.00</p><p>W18</p><p>R</p><p>ZR</p><p>CESAL ( W</p><p>433,800.00</p><p>20</p><p>0.35</p><p>J</p><p>3.10</p><p>4,650</p><p>15,000</p><p>350</p><p>320</p><p>4</p><p>CBR</p><p>1</p><p>Item 200</p><p>k</p><p>Cd</p><p>2.00</p><p>2.50</p><p>635</p><p>1</p><p>120</p><p>LS</p><p>kcorrected</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 4/15</p><p>Name of Project : Road Upgrading (Gravel to Paved) of Aritao-Quirino Road</p><p>Location: Sta Fe, Nueva Vizcaya</p><p>Station: K0291+660.800 - K0292+800.000</p><p>Using the AASHTO Empirical Equation for Rigid Pavements:</p><p>=</p><p>Minimum thickness of pavement= 164.61</p><p>6.481 inches</p><p>mm.</p><p>5.637289548 5.637289553</p><p>D =</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 5/15</p><p>Name of Project : Road Upgrading (Gravel to Paved) of Aritao-Quirino Road</p><p>Location: Sta Fe, Nueva Vizcaya</p><p>Station: K0291+660.800 - K0292+800.000</p><p>DSB = mm</p><p>ESB = psi</p><p>MR = psi</p><p>K = pci</p><p>350</p><p>15,000</p><p>4,650</p><p>320</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 6/15</p><p>Name of Project : Road Upgrading (Gravel to Paved) of Aritao-Quirino Road</p><p>Location: Sta Fe, Nueva Vizcaya</p><p>Station: K0291+660.800 - K0292+800.000</p><p>K = pci</p><p>Kcorrected = pci120</p><p>320</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 7/15</p><p>axles</p><p>axles</p><p>)</p><p>yrs.</p><p>axles</p><p>psi</p><p>psi%</p><p>psi</p><p>psi</p><p>mm</p><p>pci</p><p>pci</p><p>18)</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 8/15</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 9/15</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 10/15</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 11/15</p><p>Design Performance Period</p><p>Design Traffic</p><p>Design Reliability</p><p>Standard Normal Deviation</p><p>Standard Error</p><p>Design Terminal ServicibilityDesign Serviceability Loss</p><p>PCCP Modulus of Rapture</p><p>PCCP Modulus of Elasticity</p><p>Design Subgrade</p><p>Effective Roadbed Resilient Modulus</p><p>Sub-base Elastic Modulus</p><p>Sub-base thickness</p><p>Effective Modulus of Subgrade Reaction</p><p>Drainage Coefficient</p><p>Load Transfer CoefficientLoss of Support</p><p>zr x so</p><p>PSI3</p><p>4.22-.32pt = 3.58</p><p>S'c x Cd = 751.11</p><p>215.63 x J = 862.52</p><p>(Ec/k)^.25 = 12.97402</p><p>18.42</p><p>(Ec/k)^.25</p><p>5.637289547678170000 = 7.249183</p><p>=</p><p>=</p><p>=</p><p>=</p><p>=</p><p>=</p><p>log10(psi/3)</p><p>1+(1.624x10^7/(D+1)^8.46</p><p>4.22-.32pt</p><p>S'c*Cd*(D^.75-1.132)</p><p>7.35*log10(D+1)-.06</p><p>= 0.833333</p><p>= 1.419761</p><p>Zr x So</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 12/15</p><p>=</p><p>215.63*J*[D^.75-(18.42/(Ec/k)^.25)]</p><p>215.63*J*[D^.75-(18.42/(Ec/k)^.25)]</p><p>log10(S'c*Cd*(D^.75-1.132)</p><p>215.63*J*[D^.75-(18.42/(Ec/k)^.25)]</p><p>S'c*Cd*(D^.75-1.132)</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 13/15</p><p>=</p><p>W18 =</p><p>R =</p><p>ZR =</p><p>SO =</p><p>PT =PSI =</p><p>Sc =</p><p>Ec =</p><p>CBR =</p><p>Mr =</p><p>Esb =</p><p>Item 200 =</p><p>k =</p><p>Cd =</p><p>J =LS =</p><p>kcorrected =</p><p>0.36295</p><p>D =</p><p>5.637289552855400000 5.63729</p><p>-0.362950000000</p><p>6.363428357023730000 6.21139823</p><p>-0.07918124604762480000</p><p>1.6562795862104900000</p><p>3.58000000</p><p>1860.377602570510000</p><p>350</p><p>320</p><p>1</p><p>41</p><p>120</p><p>15000</p><p>20</p><p>433800</p><p>0.85</p><p>-1.037</p><p>0.35</p><p>22.5</p><p>635</p><p>3400000</p><p>3.1</p><p>4650</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 14/15</p><p>2278.7499110699600000</p><p>-0.0880955623948532000000000</p><p>= 0.81640270989500400</p><p>) =</p></li><li><p>7/28/2019 Pavement Design of Rigid Pavement</p><p> 15/15</p><p>433800</p><p>635</p><p>6.48058963011479000 164.607</p><p>11.6372895476782000000</p><p>5.637289547678170000</p></li></ul>

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