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 *

Our AS Engineering &amp; Consulting, Inc representative arrived on site to perform soil bearing pressure evaluations for the following lots:
<ul>
 	<li>Lot #64F - Westend
<ul>
 	<li>H1:
<ul>
 	<li>Ft1: Identified as red sandy silt mica with a blow count of 8.</li>
 	<li>Offsets:
<ul>
 	<li>Offset Ft2: Auger Refusal (AR) encountered, transitioning into rock at depths of 1 foot 7 inches, 1 foot 2 inches, 1 foot 6 inches, and 1 foot 4 inches.</li>
</ul>
</li>
</ul>
</li>
</ul>
</li>
 	<li>Lot #64B - Eastend
<ul>
 	<li>H2:
<ul>
 	<li>Ft1: Comprised red/white sandy silt mica with a blow count of 10.</li>
 	<li>Offsets:
<ul>
 	<li>Offset Ft2: Auger Refusal (AR) encountered, reaching rock layers at depths of 1 foot 2 inches, 11 inches, and 10 inches.</li>
</ul>
</li>
</ul>
</li>
</ul>
</li>
</ul>
Observations:
<ul>
 	<li>Wire mesh and rebar were observed appropriately placed on chairs and met project specifications for size, spacing and quantity.</li>
</ul>
Conclusion: The assessment of Enclave at Parkway, particularly Lots #64F and Lot #64B, revealed varying soil compositions and depths across different footing points. In Lot #64F, the initial footing exhibited red sandy silt w/mica, while multiple offsets encountered rock layers at varying depths. Similarly, in Lot #64B, the main footing consisted of red/white sandy silt w/mica, with several offset points transitioning into rock layers at different depths.

Upload Images

	Image	Description
1
2
3
4
5
6
7
8
1

Add Row

Post Status custom

Validate Email