geotech report · 132003.220660.5

DYNAMIC CONE PENETRATION TEST RESULTS
Client:       WEMEAR MADOC PTY LTD
Project:      PROPOSED ALTERATIONS AND ADDITIONS
Location:     LOT 1, BAYVIEW ROAD, NOOSA HEADS, QLD
Job No.       37032UR                          Hammer Weight & Drop: 9kg/510mm
Date:         18-9-24                          Rod Diameter: 16mm
Tested By:    C.S.                             Point Diameter: 20mm
Test Location     101          102             Test Location
 Surface RL        N/A         N/A              Surface RL
 Depth (mm)        Blows per 100mm Penetration  Depth (mm)        Blows per 100mm Penetration
 6000-6100          7           8               9000-9100
 6100-6200          7           8               9100-9200
 6200-6300          6           9               9200-9300
 6300-6400          6           9               9300-9400
 6400-6500          6           9               9400-9500
 6500-6600          7           9               9500-9600
 6600-6700          8           10              9600-9700
 6700-6800         10           8               9700-9800
 6800-6900          7           8               9800-9900
 6900-7000          7           7               9900-10000
 7000-7100          6           7              10000-10100
 7100-7200          6           6              10100-10200
 7200-7300          7           7              10200-10300
 7300-7400          6           7              10300-10400
 7400-7500          9           8              10400-10500
 7500-7600         12           8              10500-10600
 7600-7700         11           9              10600-10700
 7700-7800         12           10             10700-10800
 7800-7900         13           10             10800-10900
 7900-8000         13           10             10900-11000
 8000-8100        END          END             11000-11100
 8100-8200                                     11100-11200
 8200-8300                                     11200-11300
 8300-8400                                     11300-11400
 8400-8500                                     11400-11500
 8500-8600                                     11500-11600
 8600-8700                                     11600-11700
 8700-8800                                     11700-11800
 8500-8900                                     11800-11900
 8900-9000                                     11900-12000
Remarks:             1. The procedure used for this test is described in AS1289.6.3.2-1997 (R2013)
                     2. Usually 8 blows per 20mm is taken as refusal


Ref: JK Geotechnics DCP 0-12m Rev5 Feb19