on problem $32$ Calculate the "field notes" $($ie$.$ Elevations for every station on the vertical curve$)$ and plot on a profile sheet$).$

Check your calculations by taking the $1^{st}$ and $2^{nd}$ differences.

Calculate your vertical curve for $40$ mph using the AASHTO specification in the manual.

Do you have a sag or crest curve?

Look up the K factor on $p.K32$ in the manual, then, $L=K(g_2-g_1).$ Round up to the nearest $100$ ft $.$

Calculate the elevations for the VPC$,$ VPT and every full $100$ ft $.$ station.

Use VPI $=17+00$ for your problem. If VPC is $q,+73,$ then next full $100$ ft station is $+00$ and the following stations every $100$ ft after that.

Use elevation for Sta. $11+00=5946\mathrm{.}31$ ft for your problem #$.$

Calculate the station and elevation of the hi$/$low point and report it below the "field notes".

Your submittal includes a fully labelled engineering sketch. Use the grid provided or C$3$D$.$

This is an individual assignment, which can be done $"$by hand" or as an Excel Program.

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