Can you please independently perform a Macintosh probe test at a location of your choice within the project site, conduct a Spectral$-$Analysis$-$of$-$Surface$-$Wave $($SASW$)$ test at a suitable location on the site, and then prepare a project report following the rubric provided? The report should emphasize the integration of Standard Penetration Test $($SPT$),$ Macintosh probe, and SASW test findings to determine the required soil parameters necessary to address the geotechnical issue. Mackintosh Probe

$1-0\mathrm{.}3m=32$ blows

$2-0\mathrm{.}6m=67$ blows

$3-0\mathrm{.}9m=136$ blows

$4-1\mathrm{.}2m=64$ blows

$5-1\mathrm{.}5m=59$ blows

$6-1\mathrm{.}8m=28$ blows

$7-2\mathrm{.}1m=24$ blows

$8-2\mathrm{.}4m=27$ blows

$9-2\mathrm{.}7m=26$ blows

Stop at $2\mathrm{.}7m$