Skip to content
Menu
Home
About
Daily Field Report
Density Test Report
Concrete Test Report
Login
Home
About
Daily Field Report
Density Test Report
Concrete Test Report
Home
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>Backfill of the Storm Water Detention Pond 1A: The contractor carried out the placement and compaction of the backfill for the storm water detention pond 1A. The quality control representative visually inspected the backfill operations and confirmed that they were performed in accordance with project requirements. No issues were noted during the observation. sheet c.0.1</li> <li>The contractor placed backfill on Lots #58, 57, 56, and 55. Density tests were performed on Lot #58. The depth of placement was 3 feet below finished grade and compacted using a compactor CP 56B. 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.</li> <li>Placement of topsoil near Detention Pond 1B: The contractor placed topsoil adjacent to Detention Pond 1B. Sheet C.0.1</li> <li>Blasting of Drilled Rock: The driller conducted rock blasting in the areas where drilling had been performed. The quality control representative observed the blasting operations and noted that they were carried out safely and in compliance with applicable safety protocols. No incidents or concerns were observed during the blasting process.</li> </ol> </div> </div> </div> </div> </div> </div> </div> </div> </div> </div>
Upload Images
Image
Description
1
Add Row
Post Status custom
Validate Email
Visual
Text
Insert/edit link
Close
Enter the destination URL
URL
Link Text
Open link in a new tab
Or link to existing content
Search
No search term specified. Showing recent items.
Search or use up and down arrow keys to select an item.
Cancel