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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-ecngx-79elbk h-full dark:bg-gray-800"> <div class="react-scroll-to-bottom--css-ecngx-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 43: The contractor installed manhole 43 with 4 inches of #57 stone at the base before placing the manhole. The quality control representative visually inspected the installation and verified that it met the project requirements.</li> <li>Installation of HDPE Pipe: Between manhole 43 and manhole 37, the contractor installed HDPE (High-Density Polyethylene) pipe. Before placing the pipes, the contractor prepared the bottom with 4 inches of #57 stone and also covered the pipes with 4 inches of stone. The quality control representative visually assessed the installation and confirmed that it was executed according to the project specifications.</li> <li>Backfilling Operations: The contractor placed backfill soil in detention pond 1B and backfill soil on the road between detention pond 1b and Lots #55, 49 and 105. One density test was performed in the center of the road, 3 feet below finished grade. The testing result indicated that the compaction met project requirements of 92% of the maximum dry density obtained by the ASTM D698-12 standard method. WD=108.0, DD=88.3, m%=22.2%</li> <li>Drilling Operations: Driller 1 drilled a total of 50 holes with a drilled area of 2,205 cubic feet. The hole spacing length was 7 feet by 7 feet, and the hole diameter was 4 inches. Driller 2 drilled 46 holes with a drilled area of 1568 cubic feet. The quality control representative monitored the drilling operations and confirmed that they were conducted safely and efficiently.</li> </ol> </div> </div> </div> </div> </div> </div> </div> </div> </div> </div>
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