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.
Construction Activities Monitoring Report
On the mentioned date, the AS Engineering and Consulting LLC engineering representative was responsible for monitoring the construction activities in progress at the project site. The work took place from 08:00 AM until 06:00 PM and included the following activities:

<ul data-start="386" data-end="519">
 	<li data-start="386" data-end="418">
Embankment work in Lots #7–12
</li>
 	<li data-start="419" data-end="454">
Controlled blasting at 11:00 AM
</li>
 	<li data-start="455" data-end="519">
Mapping, patterning, and drilling of holes at Lots #17 and #18
</li>
</ul>
1. Embankment Work Embankment activities were ongoing in Lots #7, 8, 9, 10, 11, and 12  at -12ft, -17 ft, -18ft, -17ft, -12.5 ft and -10ft below the design grades of the lots. The rock sizes varied, with some boulders exceeding 2 feet in height. The ASEC representative recommended breaking down the oversized boulders into smaller, acceptable sizes as per specifications for stone pitching work. It was further advised to fill voids with fine material and compact each lift using a Caterpillar 815K roller.
A proof-roll test was performed using available tandem-axled dump trucks. During the proof-roll, a soft area measuring approximately 30 ft x 20 ft was observed to deflect under load. The technician recommended removing the soft material to a depth of 1–2 feet, backfilling with suitable fill material, and compacting. This corrective action was implemented and the subgrade in this area stabilized.
2. Blasting At 11:00 AM, the blasting crew successfully carried out controlled blasting for holes drilled on August 1, 2025, between Manholes A4 and A5. Safety protocols were followed, and no incidents occurred.
3. Drilling at Lots #17 and #18 In the afternoon, the drilling crew began work at Lots #17 and #18, drilling holes spaced approximately 7 ft x 7 ft apart, continuing until 05:00 PM. The drilling results were as follows:

<ul data-start="1780" data-end="2012">
 	<li data-start="1780" data-end="1847">
Drill #1: 12 holes, depth 16 ft, rock encountered at 1–4 ft
</li>
 	<li data-start="1848" data-end="1915">
Drill #2: 18 holes, depth 16 ft, rock encountered at 0–1 ft
</li>
 	<li data-start="1916" data-end="2012">
Drill #3: 29 holes, depth 16 ft, plus 5 holes at depth 11 ft, rock encountered at 0–4 ft
</li>
</ul>
4. Equipment in Operation The following machinery was used for the day’s activities:

<ul data-start="2107" data-end="2183">
 	<li data-start="2107" data-end="2118">
1 Dozer
</li>
 	<li data-start="2119" data-end="2132">
2 Rollers
</li>
 	<li data-start="2133" data-end="2145">
3 Trucks
</li>
 	<li data-start="2146" data-end="2162">
2 Excavators
</li>
 	<li data-start="2163" data-end="2183">
3 Drill machines
</li>
</ul>
The work progressed smoothly, and all activities were completed without major issues.
We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.

&nbsp;

Upload Images

	Image	Description
1		blasting working at the site
2		Blasting of mass rock
3		Blasting of mass rock
4		After blasting
5		embankment work at lots
6		embankment work at lots
7		After blasting
8		After blasting
9		After blasting
10		embankment work at lots
11		embankment work at lots
12		embankment work at lots
13		proof rolling work
14		probe rod of the pumping are
15		proof rolling work
16		Removing the pumping area soil
17		proof rolling
18		drill in progress
19		backfilling work in lots
1