Daily Field Report

Density test report

Date *

Project Number *

Name of the Project *

Project Location

Client Company *

Weather

Arrival Date

Arrival Time

Departure Date

Departure Time

Onsite Hours

ASEC Technician Name

Observations/Finding

Summary *

As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services.  Visual observation techniques were employed to verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.
<p class="" data-start="194" data-end="513"><strong data-start="194" data-end="215">Project Overview:</strong><br data-start="215" data-end="218" />A subsurface investigation was conducted to determine the presence and depth of bedrock along the proposed sewer alignment located behind Lots #1035 and #1036 within Naturewalk Phase 6B. The intent was to assess the feasibility and potential excavation requirements for future sewer installation.</p>
<p class="" data-start="515" data-end="990"><strong data-start="515" data-end="552">Drilling Equipment and Execution:</strong><br data-start="552" data-end="555" />A Ranger DX800 (see attached photos) was mobilized to the site to perform test borings. A total of <strong data-start="654" data-end="673">11 test borings</strong> were completed in-line with the proposed sewer path. Drilling was conducted by Nick from Advanced Explosives, progressing from n<strong data-start="823" data-end="841">orth to south</strong>. Test borings were spaced approximately <strong data-start="882" data-end="899">30 feet apart</strong>, aligned along the centerline as staked by the onsite grading company foreman (see photo).</p>
<p class="" data-start="992" data-end="1098"><strong data-start="992" data-end="1016">Test Boring Results:</strong><br data-start="1016" data-end="1019" />The table below summarizes the depth to rock encountered at each test location (all depths are approximate):</p>

<div class="pointer-events-none relative left-[50%] flex w-[100cqw] translate-x-[-50%] justify-center *:pointer-events-auto">
<div class="tableContainer horzScrollShadows">
<table class="min-w-full" data-start="1100" data-end="1968">
<thead data-start="1100" data-end="1165">
<tr data-start="1100" data-end="1165">
<th data-start="1100" data-end="1114"><strong data-start="1102" data-end="1113">Stake #</strong></th>
<th data-start="1114" data-end="1139"><strong data-start="1116" data-end="1128">Location</strong></th>
<th data-start="1139" data-end="1165"><strong data-start="1141" data-end="1163">Depth to Rock (ft)</strong></th>
</tr>
</thead>
<tbody data-start="1233" data-end="1968">
<tr data-start="1233" data-end="1299">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1233" data-end="1247">1</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1247" data-end="1272"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1272" data-end="1299">9.0</td>
</tr>
<tr data-start="1300" data-end="1366">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1300" data-end="1314">2</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1314" data-end="1339"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1339" data-end="1366">11.0</td>
</tr>
<tr data-start="1367" data-end="1433">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1367" data-end="1381">3</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1381" data-end="1406"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1406" data-end="1433">8.0</td>
</tr>
<tr data-start="1434" data-end="1499">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1434" data-end="1448">4</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1448" data-end="1472">MH1</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1472" data-end="1499">8.0</td>
</tr>
<tr data-start="1500" data-end="1566">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1500" data-end="1514">5</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1514" data-end="1539"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1539" data-end="1566">22.0</td>
</tr>
<tr data-start="1567" data-end="1633">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1567" data-end="1581">6</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1581" data-end="1606"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1606" data-end="1633">No rock encountered</td>
</tr>
<tr data-start="1634" data-end="1700">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1634" data-end="1648">7</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1648" data-end="1673"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1673" data-end="1700">No rock encountered</td>
</tr>
<tr data-start="1701" data-end="1767">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1701" data-end="1715">8</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1715" data-end="1740"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1740" data-end="1767">15.0</td>
</tr>
<tr data-start="1768" data-end="1834">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1768" data-end="1782">9</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1782" data-end="1807"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1807" data-end="1834">15.0</td>
</tr>
<tr data-start="1835" data-end="1901">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1835" data-end="1849">10</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1849" data-end="1874"></td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1874" data-end="1901">12.5</td>
</tr>
<tr data-start="1902" data-end="1968">
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1902" data-end="1916">11</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1916" data-end="1941">MH3 (adjacent to creek)</td>
<td class="max-w-[calc(var(--thread-content-max-width)*2/3)]" data-start="1941" data-end="1968">7.0</td>
</tr>
</tbody>
</table>
</div>
</div>
<p class="" data-start="1970" data-end="1989"><strong data-start="1970" data-end="1987">Observations:</strong></p>

<ul data-start="1990" data-end="2256">
 	<li class="" data-start="1990" data-end="2073">
<p class="" data-start="1992" data-end="2073">Rock was encountered at varying depths, ranging from <strong data-start="2045" data-end="2070">7.0 feet to 22.0 feet</strong>.</p>
</li>
 	<li class="" data-start="2074" data-end="2157">
<p class="" data-start="2076" data-end="2157">Two borings (Stakes 6 and 7) showed <strong data-start="2112" data-end="2123">no rock</strong> within the drilled depth range.</p>
</li>
 	<li class="" data-start="2158" data-end="2256">
<p class="" data-start="2160" data-end="2256">Shallower rock depths were generally observed near manhole locations and towards the creek area.</p>
</li>
</ul>
<p class="" data-start="2258" data-end="2513"><strong data-start="2258" data-end="2273">Conclusion:</strong><br data-start="2273" data-end="2276" />The subsurface data collected indicates variable rock depths along the proposed sewer alignment. These findings will assist in determining blasting requirements, excavation methods, and final design considerations for sewer installation.</p>
&nbsp;

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	Image	Description
1		Drilling for potential rock
2		Drilling for potential rock
3		Drilling for potential rock
4		Location of future sewer
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