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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
*
2023C144(Carodel Farms @ Union Church Rd)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Vidal Shengan (Vidal Shengan)
Observations/Finding
Summary
*
<div class="flex-1 overflow-hidden"> <div class="react-scroll-to-bottom--css-ujxem-79elbk h-full dark:bg-gray-800"> <div class="react-scroll-to-bottom--css-ujxem-1n7m0yu"> <div class="flex flex-col text-sm dark:bg-gray-800"> <div class="group w-full text-gray-800 dark:text-gray-100 border-b border-black/10 dark:border-gray-900/50 bg-gray-50 dark:bg-[#444654]"> <div class="flex p-4 gap-4 text-base md:gap-6 md:max-w-2xl lg:max-w-[38rem] xl:max-w-3xl md:py-6 lg:px-0 m-auto"> <div class="relative flex w-[calc(100%-50px)] flex-col gap-1 md:gap-3 lg:w-[calc(100%-115px)]"> <div class="flex flex-grow flex-col gap-3"> <div class="min-h-[20px] flex items-start overflow-x-auto whitespace-pre-wrap break-words flex-col gap-4"> <div class="markdown prose w-full break-words dark:prose-invert light"> Our AS Engineering and Consulting (ASEC) representative visited the Carodel Farms site to conduct quality control inspection and testing services. Visual observation techniques were employed to ensure compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were made on-site: <ol> <li>Installation of manhole A-8: The contractor installed manhole A-8 with 4 inches of #57 stone placed at the base prior to placing the manhole. The quality control representative visually inspected the installation and verified that it met the project requirements (Sheet no C6.2).</li> <li>Installation of HDPE Pipe: Between manhole C-1 and manhole A-8, the contractor installed HDPE (High-Density Polyethylene) pipe. Before placing the pipe, the contractor prepared the bottom with 4 inches of #57 stone followed by an additional 4-inch layer following pipe installation. The quality control representative visually assessed the installation and confirmed that it was executed according to the project specifications. Sheet no C6.2</li> <li>Backfilling Operations: The contractor placed backfill in the open space zone x and for Lots #37,38,39,40 and 41. Density testing was performed for fill placed on Lots #39,40,41, at 1 foot below finished grade. Soils were compacted using a CP56 compactor. Testing results indicated that the compaction met the project requirements of 92%of maximum dry density obtained by the ASTM D698-12 standard method. (Test 1; WD:111.2, DD:86.3, M%:28.9) (Test 2 WD:117.1, DD:92.2, M%:27.0), (Test 3 WD:111.1, DD:91.1, M%:21.9).</li> <li>Blasting of drilled rocks: The driller conducted rock blasting on areas where drilling had been performed on Thursday and Friday. the quality control representative observed the blasting operation and noted that were carried out safely and in compliance with applicable safely protocols.</li> </ol> </div> </div> </div> </div> </div> </div> <div class="h-32 md:h-48 flex-shrink-0"></div> </div> </div> </div> </div> <div class="absolute bottom-0 left-0 w-full border-t md:border-t-0 dark:border-white/20 md:border-transparent md:dark:border-transparent md:bg-vert-light-gradient bg-white dark:bg-gray-800 md:!bg-transparent dark:md:bg-vert-dark-gradient pt-2 md:pl-2 md:w-[calc(100%-.5rem)]"> <div class="relative flex h-full flex-1 items-stretch md:flex-col" role="presentation"> <div> <div class="h-full flex ml-1 md:w-full md:m-auto md:mb-4 gap-0 md:gap-2 justify-center"></div> </div> </div> </div>
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