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Daily Field Report
Observations/Finding
Our AS Engineering & Consulting, LLC representative was on site to visually inspect the footings for the following residential lots:
Lot #72 Pod13 and Lot #76 Pod13
Foundation requirement = 2000 psf
L72P13F (Northside) SFB=11 blows
Depth = 1 foot = Light brown/red sandy silt-17 blows
Depth = 2 feet = ” “-15 blows
Depth = 3 feet = Brown sandy silt mica-16 blows
Depth = 4 feet = ” “-15 blows
L72P13B (Southside) SB=10 blows
Depth = 1 foot = hit rock @ depth of 6″
1 Offset
Depth = 1 foot =Brown sandy silt mica-13 blows
Depth = 2 feet = ” “-15 blows
Depth = 3 feet = Light/Dark brown sandy silt mica-14 blows
Depth = 4 feet = ” “-12.5 blows
Two (2) sections of the footings were found to display soft soils in a 1-foot section.
In-place rebar was found to meet job specifications for size, spacing and quantity.
L76P13F (northside) SB=11 blows
Depth = 1 foot = Red sandy silt Mica-16 blows
Depth = 2 feet = ” “-19 blows
Depth = 3 feet = ” “-18 blows
Depth = 4 feet = Brown sandy silt mica-18 blows
L76P13B (southside) SB=9 blows
Depth = 1 foot = White/Red sandy silt Mica-16 blows
Depth = 2 feet = White/light brown/purple sandy silt Mica-14 blows
Depth = 3 feet = Light brown sandy silt Mica-13 blows
Depth = 4 feet = ” “-11 blows
In-place rebar was found to meet job specifications for size, spacing and quantity.
Note: adjacent neighbor’s sprinkler system was spraying over onto Lot #72 Pod13.
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