Daily Field Report

Density test report

Date *

Project Number *

Name of the Project *

Project Location *

Client Company *

Weather

Arrival Date

Arrival Time

Departure Date

Departure Time

Onsite Hours

ASEC Technician Name

Observations/Finding

Summary *

Our AS Engineering &amp; 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.

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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

&nbsp;

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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