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 undersigned ASEC representative was on-site on September 22, 2023, to visually evaluate soil conditions in the northwestern area of the site where the road will be constructed, as well as the area behind Lots #064 to 068. The objective was to assess the soil conditions and provide engineering recommendations for material removal and potential fill areas.

<hr />

<h2>Soil Evaluation in Northwestern Area for Road Construction</h2>
<h3>Soil Description</h3>
<ul>
 	<li>Brown to tan Sandy CLAYs with organic materials/roots in the upper 6 to 8 inches.</li>
 	<li>Some roots ranged from 3 inches up to 24 inches in size and/or diameter.</li>
 	<li>The root matter was not volumetrically significant within the measured area.</li>
 	<li>Approximate dimensions: 27 feet by 77 feet.</li>
</ul>
<h3>Engineering Recommendations</h3>
<ul>
 	<li>Advised removal of the organic materials and roots.</li>
 	<li>A soil sample was taken from cleaner areas (areas with low root matter present) for a Moisture-Density Relationship (proctor), as these soils will be used in some fill areas.</li>
</ul>

<hr />

<h2>Soil Evaluation in Area Behind Lots #064 to 068</h2>
<h3>Soil Description</h3>
<ul>
 	<li>The soils were filled with topsoil and organic materials down to a depth of 2 feet.</li>
</ul>
<h3>Engineering Recommendations</h3>
<ul>
 	<li>The soils in this area are directly adjacent to a future road and should be further evaluated for suitability as fill material.</li>
</ul>

<hr />

<h2>Additional Compaction Tests on Lots #110 and #111</h2>
Two tests were performed on Lots #110 and 111. However, as a proctor is not available yet, compaction percent cannot be calculated at this time. The resulting data for the tests were as follows:
<ul>
 	<li>Test on Lot #110:
<ul>
 	<li>Moisture Content: 17.6%</li>
 	<li>Dry Density: 89.3 pcf</li>
 	<li>Wet Density: 105.9 pcf</li>
</ul>
</li>
 	<li>Test on Lot #111:
<ul>
 	<li>Moisture Content: 19.8%</li>
 	<li>Dry Density: 90.7 pcf</li>
 	<li>Wet Density: 109.5 pcf</li>
</ul>
</li>
</ul>

<hr />

<h2>Visual Documentation and Soil Samples</h2>
<ul>
 	<li>The areas inspected are marked on the attached drawing for further clarification.</li>
 	<li>Soil samples have been taken and will be delivered for further analysis.</li>
</ul>
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