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2016-03-01 Planning & Organisation Committee Agenda
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CLIENT: De Luca Corporation Pty Ltd SURFACE LEVEL: -- BORE No: 5
PROJECT: Existing Fill Assessment EASTING: 504166 PROJECT No: 33984.02
LOCATION: 178 Eumundi-Noosa Road, Noosaville NORTHING: 7078697 DATE: 29/6/2015
DIP/AZIMUTH: 90°/-- SHEET 1 OF 1
Depth $ > Dynamic Penetrometer Test
(m) of oS) Results & (blows per 100mm)
Strata o - Comments 5 10 15 20
FILLING - stiff, brown mottled dark grey, medium plasticity MSS : : : :
gravelly sandy clay filling with fine to medium grained Om : : : :
sand and fine to coarse gravel, trace of cobbles, moist Se] 03 pp = 120 : : : :
ROS Po oboE
LK - some cobbles xX : : : : e
= no cobbles KY 09 pp = 180 : : : :
1 1 : : : :
- firm to stiff, grey brown, high plasticity, some fine to SX : : : :
medium gravel, trace of organics RY : 3 : :
XY 1.4 pp = 90 :
Se] : : : :
- stiff, medium to high plasticity Se] : L___ :
MO : : : :
OXI 18 pp = 130 : : : :
XX : : : :
. . . ROSY : : : :
2 - foreign material (bricks) rx] 2 : : : :
xx) : : : :
Rx Po obo UE GE
KX] : : : :
XX ; 3 : :
KK X : : : :
XX : : : :
RSS : : : :
<x : ; : :
RS : : : :
RSS ob UE
ROS boob GE
es 2.9 pp = 130 : : : :
3 30 5 OOF 3 jl : : :
FILLING - stiff, grey brown mottled orange brown, high 2 : : :
plasticity silty clay filling, some fine and trace of medium RS] ; ‘ : :
grained sand, moist MS : : A :
3.4} — ING - ati - = RRS 34 pp = 140 : : : - .
- stiff, grey brown, high plasticity sandy clay 2 : : : :
filling with fine grained sand, moist xX : : 3 3
» : : : :
KX : : : :
<x : : : :
KxY 39 pp = 140 : : : :
Sa S60 bob bg
SANDY CLAY - stiff, orange brown mottled grey, high My) : : : :
plasticity sandy clay with fine grained sand, moist : : : :
4s a PoP GG
SILTY CLAY - stiff, red brown mottled grey, high plasticity Vy) : ; ; ;
silty clay, some fine grained sand, moist : : : :
- very stiff Wy)
6 60 OO ; :
_ YE TE
Bore discontinued at 6.0m : $ : :
RIG: Jacro 200 DRILLER: RB LOGGED: RB/JB CASING: Nil
TYPE OF BORING: Auger
WATER OBSERVATIONS: No groundwater seepage observed at time of drilling.
REMARKS: Location coordinates are in MGA94 Zone 56 J. O Sand Penetrometer AS1289.6.3.3
& Cone Penetrometer AS1289.6.3.2
SAMPLING & IN SITU TESTING LEGEND |
8 BuKsample. > Pion sanpl PLA) Pont load axial test 9(50) (MPa)
ie y ereemcman) RO eee ers | @ Douglas Partners
D Disturbed sample tb Water seep Standard penetration test
E__Environmental sample ¥ Water level V___Shear vane (kPa) Geotechnics | Environment | Groundwater
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