HomeMy WebLinkAboutField Density Test 1-2-18.Test
.:.
TEST LOCATION:. " - ::
:
Probe
Elev.
Moist .
Dry
...,
Density..•:
Proctor
_Value ::
: Optililum.
Moisture'
Compaction'-
: :Pass -
:.
.Depth
..%.:
P CF
' PCF
%.
:.:. ... .
1
NW:Corner' d Pad:.:.:.' : ":.::.
12..
FL:
..8.6.
106.3
..'-11:1:5
: :f0.5
" 95:3%"•"'
:Yes
'2 -
SE Corner of Pad - :" :.:.
:
' '12"
FL'
:: 7 9" .
-107.0::
111";5
:: 1:0;5:..
:. 96'.0%
:: • 3 :
Center of: Pad: :....:'
::
1:2"
..,,FL.
: 8.8 :
:106.0'
11:1:5 ::
.'.10:5
96.1 %
Yes .
8
10
.12 =
.13 : ...
•:.14 :•
' : R . M Mks :• . See Reverse:.Side (Page 2 of 2) for Additional Information for Disclaimer.
This-is.a Compaction Test only on the top-12" of the pad :and is not a•verification of.S 16.Bearing Capacity:
Legend for -Elevation-'.
PR =-Phbofroll 1,2;3,= 1st, 2nd,:3rd Lift: "• • : ''- Submitted by: '
= SL: Springline FL = Final Lift Xeith;L'eBlaiic, P.E.
SG ="Subgrade BG =Below Grade. ' f'edera ngineering:o� Testing11nc.�/Z`'
-BC =•Basecourse_ . BOF.— Bottompf. Footing Flori 69394.. • . :.
TOP-- _Top.of Pipe FG = Finished.'Grade. 'Certificate o i ' 'on
As a mutual protection to -clients, thepubllc-and ourselves;.all reports are'submitted as the; confidential property,oi�dlients; and ti ' or "'bli�aUon of statements,• ' '
conclusions or extracts from:or regarding 'our reports is.reseryed pending our written approval. A density.test deterrnines:the.degree iso e -tested layer of
material only: A;density does riot replace a soil bearing capacity determination. These density tests do "not certify the'undor ying sail 'mztenal :fie pr posed stricture:
.t ti•
:.'The results do not p'reclude'or guarantee thatUdre settlement and cracking Will occur. A soil boring test is required re ce �ifiy t tat the und(rljrin will support. the
proposed structure without settlement. If no toit borings have been"performed to verify the undedying'soils; we recommend 7hatsod.botings`tie perforined.to•evaluate the
suitability of the undertymg soil to: support the proposed:structure: After laying dormant fora period of 90 days or after heavy rain/stonns, retesting must be performed orr this
work.. .
PAGE 1 of 2.