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Concrete Test Report
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Daily Field Report
Density test report
Date
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Project Number
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2022C218(Ramp 20 Pavement Replacement - IFB-1230102)
Name of the Project
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Project Location
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Client Company
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Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
amin.azimi@asec-na.com (Aminullah Azimi)
Observations/Finding
Summary
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<div class="group w-full text-token-text-primary border-b border-black/10 dark:border-gray-900/50 dark:bg-gray-800" data-testid="conversation-turn-12"> <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 max-w-full"> <div class="min-h-[20px] flex flex-col items-start gap-3 overflow-x-auto whitespace-pre-wrap break-words"></div> </div> </div> </div> </div> <div class="group w-full text-token-text-primary border-b border-black/10 dark:border-gray-900/50 bg-gray-50 dark:bg-[#444654]" data-testid="conversation-turn-13"> <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="flex-shrink-0 flex flex-col relative items-end"> <div class="text-xs flex items-center justify-center gap-1 invisible absolute left-0 top-2 -ml-4 -translate-x-full group-hover:visible !invisible">Upon request from the client's representative, our team at AS ENGINEERING AND CONSULTING, LLC (ASEC) conducted a site visit to oversee and monitor the contractor's work activities for quality assurance. The aim was to ensure compliance with project specifications, drawings, relevant codes, and materials submissions. Additionally, our team conducted quality control (QC) testing in accordance with the project's plans and specifications. The following observations were noted during this site visit:</div> </div> <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 max-w-full"> <div class="min-h-[20px] flex flex-col items-start gap-3 overflow-x-auto whitespace-pre-wrap break-words"> <div class="markdown prose w-full break-words dark:prose-invert light"> <ol> <li>A proof-roll observation was executed in specific areas: Ramp 20, Northeast corner, and the Central portion of phase 2.</li> <li>To carry out the proof-roll, a fully loaded tandem-axle dump truck was utilized. This truck made multiple passes across the aforementioned subgrade areas.</li> <li>The entire area assessed appeared to be unyielding and acceptable for further construction except in four specific areas, as indicated below:</li> </ol> The areas with observed issues are as follows: <ul> <li>Area D: Notable issues were identified in an area measuring 150 square feet. The coordinates for this area are N 9642.2, E 11781.6; N 9642.2, E 11794.8; N 9630.9, E 11794.1; N 9630.2, E 11781.5.</li> <li>Area E: Irregularities were found in an area spanning 6405 square feet. The coordinates for this area are N 9802.1, E 11813.6; N 9696.4, E 11874.5; N 9637.4, E 11877.5; N 9630.4, E 11916.6; N 9614.6, E 11918.9; N 9613.8, E 11807.3.</li> <li>Area F: Issues were observed in an area covering 651 square feet. The coordinates for this area are N 9735.5, E 11984.4; N 9735.2, E 12006.1; N 9705.8, E 12007.3; N 9705.8, E 11984.9.</li> <li>Area G: Deficiencies were identified in an area of 870 square feet. The coordinates for this area are N 9789.3, E 12011.8; N 9785.5, E 12028.4; N 9729.2, E 12028.3; N 9729.1, E 12014.9.</li> </ul> Based on these observations, it was recommended to address the issues by excavating to a depth of 6 inches and replacing with well placed structural fill. During the proof-roll observation, our representative was accompanied by individuals from ATLQA (including Thomas), 2Mnext (represented by Freed), ATLNext (represented by Brylyn), and CWM (represented by Austin). Additionally, pickup cylinders were utilized, and laboratory work was performed on the same day. </div> </div> </div> </div> </div> </div>
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