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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
*
2021C060(Suncity - Peachtree)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Isaac Davis (Isaac Davis)
Observations/Finding
Summary
*
As requested, our AE Engineering & Consulting, LLC representative arrived on site to visually inspect footings for Lot #79 (Passport) and Lot #50 Pod 17 (Expedition) using Dynamic Cone Penetrometer (DCP) testing. Lot #79 pod 13 (passport) and Lot E50 pod 17 (expedition) L79P13F (westside) SB=5.5 Depth = 1 foot = Hit rock at 11 inches 5 offsets (L79P13F-L79P13FFFFFF) Offset#1- Hit rock at 10 inches. Offset#2-Hit rock 8 inches Offset#3-Hit rock 7 inches Offset#4-1ft- Redish brown sandy silt-9.5 blows, 2ft- hit rock at 1ft 2inches. Offset#5-hit rock at 9inches L79P13B (Eastside) SB=8 Ft1-ER-Hit rock at 3.5 inches 3 offsets (L79P13B-L79P13BBBB) Offset#1-hit rock 10 inches Offset#2-hit rock 5 inches Offset#3-hit rock 4 inches Surficial soils were found to be very rocky. Loose trash was removed from the footings. In-place rebar was found to be placed as per project specifications for size, spacing and quantity. L50P17F (southside) FT1-Red sandy silt-17 blows FT2-Red sandy silt mica-18 blows Ft3-" "-15 blows FT4-Reddish brown sandy silt mica-17 blows L50P17B (Northside) FT1-Red sandy silt mica-17 blows FT2-" "-16 blows FT3-ER-hit rock 2ft 9inches 1 Offsets FT3-Light brown/purple/reddish sandy silt mica-12 blows Ft4-" "- 14 Blows Surficial soils were found to be very rocky. Loose trash was removed from the footings. In-place rebar was found to be placed as per project specifications for size, spacing and quantity.
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