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 *

The assigned ASEC representative was on-site at the Riverwalk Manor Project to observe the ongoing work in accordance with project plans, specifications, and standards. During our time on-site, 8 compaction tests were performed in the center of the road located on the southern portion of the site. The locations are marked on the attached drawing.

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<strong>Location Details</strong>:
<ul>
 	<li><strong>Elevation</strong>: 893.8 ft.</li>
 	<li><strong>Test Zone</strong>: Central section of the projected roadway, southern portion of the site.</li>
 	<li><strong>Soil Description</strong>: Light Tan Sandy SILT.</li>
</ul>
<strong>Field Compaction Results</strong>:
<table style="height: 294px;width: 988px" width="932">
<tbody>
<tr>
<th style="width: 78.95px;text-align: center">Test #</th>
<th style="width: 198.183px;text-align: center">Moisture Content (%)</th>
<th style="width: 210.617px;text-align: center">Dry Density (pcf)</th>
<th style="width: 260.383px;text-align: center">Wet Density (pcf)</th>
<th style="width: 210.667px;text-align: center">Degree of Compaction (%)</th>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">1</td>
<td style="width: 198.183px;text-align: center">15.1</td>
<td style="width: 210.617px;text-align: center">95.2</td>
<td style="width: 260.383px;text-align: center">109.7</td>
<td style="width: 210.667px;text-align: center">94.7</td>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">2</td>
<td style="width: 198.183px;text-align: center">16.2</td>
<td style="width: 210.617px;text-align: center">96.1</td>
<td style="width: 260.383px;text-align: center">111.3</td>
<td style="width: 210.667px;text-align: center">95.7</td>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">3</td>
<td style="width: 198.183px;text-align: center">14.8</td>
<td style="width: 210.617px;text-align: center">94.7</td>
<td style="width: 260.383px;text-align: center">108.9</td>
<td style="width: 210.667px;text-align: center">94.2</td>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">4</td>
<td style="width: 198.183px;text-align: center">15.6</td>
<td style="width: 210.617px;text-align: center">95.8</td>
<td style="width: 260.383px;text-align: center">110.4</td>
<td style="width: 210.667px;text-align: center">95.4</td>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">5</td>
<td style="width: 198.183px;text-align: center">16.5</td>
<td style="width: 210.617px;text-align: center">96.5</td>
<td style="width: 260.383px;text-align: center">112.0</td>
<td style="width: 210.667px;text-align: center">96.1</td>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">6</td>
<td style="width: 198.183px;text-align: center">15.9</td>
<td style="width: 210.617px;text-align: center">95.3</td>
<td style="width: 260.383px;text-align: center">110.2</td>
<td style="width: 210.667px;text-align: center">94.8</td>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">7</td>
<td style="width: 198.183px;text-align: center">16.8</td>
<td style="width: 210.617px;text-align: center">96.8</td>
<td style="width: 260.383px;text-align: center">112.6</td>
<td style="width: 210.667px;text-align: center">96.4</td>
</tr>
<tr>
<td style="width: 78.95px;text-align: center">8</td>
<td style="width: 198.183px;text-align: center">14.5</td>
<td style="width: 210.617px;text-align: center">94.2</td>
<td style="width: 260.383px;text-align: center">108.0</td>
<td style="width: 210.667px;text-align: center">93.7</td>
</tr>
</tbody>
</table>
<strong>Summary</strong>:

The compaction tests, conducted in the central region of the projected roadway within the southern area showed variations in dry densities and moisture content. Compaction testing was observed to fall within a range of 94% to 96%. The soil type analyzed is described as a light tan sandy SILT.

AS Engineering and Consulting, LLC. appreciates the opportunity to be of service to you on this project. If you have any questions regarding this letter, please contact us.

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