HW3C Solution Document

HW3C Solution Document - 9.00000 97.50 Beg.Proj 10.00000...

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HW3C SolutionSpreadsheet Existing Ground Profile Sta Sta Elev BP pavt pt 9 97.5 BP pavt 10 98 Ground 11 96 " 12 94 " 13 96 " 14 98 " 15 98 " 16 97 " 17 96 EP pavt 17.51 97 EP pavt pt 18.51 98 Vertical Solution: Vertical Tangent and Curve Design V.Design PVI1 BP. PVI2 PVI3 PVI4 End Proj PVIsta (dec. sta) 10.0000 11.5000 15.5000 17.51 PVIelev 98.0000 98.7500 94.9934 97.0000 g1(%) 0.5000 0.5000 -0.9391 1.0000 g2(%) 0.5000 -0.9391 1.0000 1.00 A% 0.0000 -1.4391 1.9391 0.0000 L(ft) 2.8783 3.8783 K(ft/%) 200.0000 200.0000 r(%/Sta) -0.5000 0.5000 PVCsta 10.0609 13.5609 PVCelev 98.0304 96.8146 PVTsta 12.9391 17.4391 PVTelev 97.3984 96.9326 Turn point Xtp 1.0000 1.8783 STAtp 11.0609 15.4391 Ytp 98.2804 95.9326 Profile Grade Calculations and Profile Summary Sta(dec.) profile ele. existing gd cut(-)/fill(+ ) 100 ft pavt point
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Unformatted text preview: 9.00000 97.50 Beg.Proj. 10.00000 98.00 98 0.00 PVC2 (rise/run) 10.06085 98.03 on vert curve eq. 11.00000 98.28 96 2.28 on vert curve eq. 12.00000 98.06 94 4.06 PVT2 vert curve eq 12.93915 97.40 on tangent, rise/run 13.00000 97.34 96 1.34 on tangent, rise/run 14.00000 96.40 98-1.60 PVC3 (rise/run) 13.56085 96.81 on vert curve eq. 14.00000 96.45 98-1.55 on vert curve eq. 15.00000 95.98 on vert curve eq. 16.00000 96.01 on vert curve eq. 17.00000 96.54 96 0.54 PVT3 vert curve eq 17.43915 96.93 97-0.07 End Project (HW2) 17.50659 97.00 97 0.00 Use your HW2 EP sta 100 ft pavt point 18.50659 98.00 98...
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HW3C Solution Document - 9.00000 97.50 Beg.Proj 10.00000...

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