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     101          102
 Surface RL        N/A         N/A              Surface RL       N/A          N/A
 Depth (mm)        Blows per 100mm Penetration  Depth (mm)        Blows per 100mm Penetration
    0 - 100         1         SUNK              3000-3100          8           8
   100 - 200        1                           3100-3200          7           10
   200 - 300        1                           3200-3300          7           12
   300 - 400        1           1               3300-3400          8           12
   400 - 500        1                           3400-3500          8           10
   500 - 600        1                           3500-3600          8           10
   600 - 700        2           1               3600-3700          8           10
   700 - 800        1           1               3700-3800          6           10
   800 - 900        2           1               3800-3900          5           10
 900 - 1000         2                           3900-4000          4           10
 1000 - 1100        1           1               4000-4100          4           10
 1100 - 1200        2           1               4100-4200          4           9
 1200 - 1300        1           1               4200-4300          5           9
 1300 - 1400        2           1               4300-4400          5           9
 1400 - 1500        2           4               4400-4500          5           9
 1500 - 1600        2           4               4500-4600          5           10
 1600 - 1700        2           3               4600-4700          5           10
 1700 - 1800        3           3               4700-4800          5           10
 1800 - 1900        3           3               4800-4900          5           10
 1900 - 2000        3           3               4900-5000          5           11
 2000 - 2100        3           4               5000-5100          5           11
 2100 - 2200        3           4               5100-5200          5           11
 2200 - 2300        3           5               5200-5300          6           10
 2300 - 2400        3           5               5300-5400          7           9
 2400 - 2500        3           6               5400-5500          7           9
 2500 - 2600        4           6               5500-5600          8           10
 2600 - 2700        5           6               5600-5700          8           10
 2700 - 2800        6           7               5700-5800          8           10
 2800 - 2900        6           9               5800-5900          8           10
 2900 - 3000        6           9               5900-6000          8           10
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


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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 101 102
Surface RL N/A N/A Surface RL N/A N/A
Depth (mm) Blows per 100mm Penetration Depth (mm) Blows per 100mm Penetration
0 - 100 1 SUNK 3000-3100 8 8
100 - 200 1 3100-3200 7 10
200 - 300 1 Vv 3200-3300 7 12
300 - 400 1 1 3300-3400 8 12
400 - 500 1 3400-3500 8 10
500 - 600 1 Vv 3500-3600 8 10
600 - 700 2 1 3600-3700 8 10
700 - 800 1 1 3700-3800 6 10
800 - 900 2 1 3800-3900 5 10
900 - 1000 2 tv 3900-4000 4 10
1000 - 1100 1 1 4000-4100 4 10
1100 - 1200 2 1 4100-4200 4 9
1200 - 1300 1 1 4200-4300 5 9
1300 - 1400 2 1 4300-4400 5 9
1400 - 1500 2 4 4400-4500 5 9
1500 - 1600 2 4 4500-4600 5 10
1600 - 1700 2 3 4600-4700 5 10
1700 - 1800 3 3 4700-4800 5 10
1800 - 1900 3 3 4800-4900 5 10
1900 - 2000 3 3 4900-5000 5 11
2000 - 2100 3 4 5000-5100 5 11
2100 - 2200 3 4 5100-5200 5 11
2200 - 2300 3 5 5200-5300 6 10
2300 - 2400 3 5 5300-5400 7 9
2400 - 2500 3 6 5400-5500 7 9
2500 - 2600 4 6 5500-5600 8 10
2600 - 2700 5 6 5600-5700 8 10
2700 - 2800 6 7 5700-5800 8 10
2800 - 2900 6 9 5800-5900 8 10
2900 - 3000 6 9 5900-6000 8 10
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.