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Daily Field Report
Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
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Project Number
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2022C205(Enclave at Parkway Village)
Name of the Project
*
Project Location
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Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Isaac Davis (Isaac Davis)
Observations/Finding
Summary
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Our AS Engineering & Consulting, LLC representative was on site to perform a foundation bearing inspection for the following lot footings: Parkside, Lot Numbers #122, #123, and #124 <strong>Lot #122:</strong> <ul> <li><em>H1F (NW)</em> <ul> <li><em>FT1:</em> Light brown/red sandy silt micaceous rocky, blows = 11.</li> <li><em>FT2:</em> AR - rock = 1ft 8in, offset AR - rock = 1ft 6in, offset AR = rock 10in.</li> </ul> </li> <li><em>H2B (SE)</em> <ul> <li><em>FT1:</em> AR - rock = 6in, offset AR - rock = 11in, offset light brown/white sandy silt micaceous = 15+ blows.</li> <li><em>FT2:</em> AR - rock = 1ft 3in, offset AR - rock = 4in.</li> <li><em>Probing:</em> Used 3/8" diameter probe rod. Sections on top exhibited soft areas between rocky sections (approximately 4 to 5 inches).</li> </ul> </li> </ul> <strong>Lot #123:</strong> <ul> <li><em>H1F (NW)</em> <ul> <li><em>FT1:</em> AR - rock = 4in, offset AR - rock = 9in, offset AR - rock = 6in, offset AR - 11in.</li> </ul> </li> <li><em>H2B (SE)</em> <ul> <li><em>FT1:</em> Light brown/red sandy silt micaceous, rocky - 15+ blows.</li> <li><em>FT2:</em> AR - rock = 1ft 5in, offset AR - rock = 11in, offset AR - rock = 6inches.</li> </ul> </li> </ul> <strong>Lot #124:</strong> <ul> <li><em>H1F (NW)</em> <ul> <li><em>FT1:</em> AR - rock = 10in, offset AR - rock = 6in, offset AR - rock = 11in.</li> </ul> </li> <li><em>H2B (SE)</em> <ul> <li><em>FT1:</em> Light brown sandy silt micaceous - 8 blows.</li> <li><em>FT2:</em> Light brown/grey/red sandy silt micaceous - 11 blows.</li> <li><em>FT3:</em> AR - rock = 2ft 9in, offset AR - rock = 10in.</li> </ul> </li> </ul> <em>Additional Information:</em> <ul> <li><em>Rebar and Wire Mesh:</em> After the second inspection, both were found to meet job specifications for size, spacing & quantity.</li> <li>Informed Austin after the second inspection to demuck and drain out the standing water in the footing due to rain. No confirmation of the issue being completed has been received.</li> </ul>
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