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Daily Field Report
Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
*
Project Number
*
2024C116(Peeples Valley Rd, Overlook at Pettit)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
russell.hendrix@asec-na.com (Russell Hendrix)
Observations/Finding
Summary
*
At the request of the client’s representative, our AS ENGINEERING AND CONSULTING, LLC (ASEC) representative visited the job site to observe the contractor’s work activities from a quality standpoint to verify compliance with project drawings/specifications, applicable codes, and materials submittals and conducted QC testing per the project drawings and specifications. The following observations were made on site this shift: <strong>Summary:</strong> A concern regarding water and rock encountered during topsoil removal was reported by the on-site foreman, prompting immediate investigation and remediation efforts. Upon arrival at the site, water accumulation was observed between White Tail Lane and River Otter Trail, including Lots #54 to 61 (highlighted as the trouble area in blue). To assess the situation, four test pits were excavated, all of which quickly filled up with water. <strong>Actions Taken:</strong> <ol> <li><strong>Consultation with Ram Mogulla (ASEC PE):</strong> <ul> <li>A call was placed to Ram Mogulla, a Professional Engineer (ASEC PE), to discuss the issue and determine appropriate remediation measures.</li> </ul> </li> <li><strong>On-Site Assessment by Mr. Mogulla:</strong> <ul> <li>Mr. Mogulla promptly arrived on-site to evaluate the severity of the problem and propose solutions.</li> </ul> </li> <li><strong>Recommendation for Remediation:</strong> <ul> <li>After careful assessment, a recommendation was made for the implementation of two French drain "burrito wraps" using 57 stone wrapped in geotextile fabric: <ul> <li>Each "burrito" wrap to be 2 feet wide and 1 foot in depth.</li> <li>The wraps to run parallel to each other, spaced 20 feet apart.</li> <li>They should intersect the adjacent creek and extend to the end of the project area, aiding in water drainage off the site.</li> </ul> </li> </ul> </li> <li><strong>Communication with Foreman and Owner:</strong> <ul> <li>The recommendation for remediation was communicated to the foreman, who was tasked with discussing it with the owner for further action.</li> </ul> </li> </ol>
Upload Images
Image
Description
1
excavating test pits
2
detention pond earth wall
3
test pit
4
water standing lots 54 to 61
5
water standing lots 54 to 61
6
Trouble area in blue
7
1
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