Geotechnical Report

JKGeotechnics We
DYNAMIC CONE PENETRATION TEST RESULTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: FIONA HUGHES
Project: PROPOSED ALTERATIONS AND ADDITIONS
Location: 17 SPOONBILL STREET, PEREGIAN BEACH, QLD
Job No. 36409UR Hammer Weight & Drop: 9kg/510mm
Date: 6-11-23 Rod Diameter: 16mm
Tested By: C.S. Point Diameter: 20mm
Test Location 101 102 Test Location 101 102
Surface RL Surface RL
Depth (mm) Blows per 100mm Penetration Depth (mm) Blows per 100mm Penetration
0 - 100 1 1 3000-3100 10 13
100 - 200 1 2 3100-3200 10 13
200 - 300 1 1 3200-3300 10 11
300 - 400 2 2 3300-3400 9 13
400 - 500 2 2 3400-3500 9 13
500 - 600 2 2 3500-3600 9 14
600 - 700 2 2 3600-3700 10 13
700 - 800 2 1 3700-3800 10 15
800 - 900 2 2 3800-3900 9 15
900 - 1000 2 1 3900-4000 END END
1000 - 1100 2 2 4000-4100
1100 - 1200 1 1 4100-4200
1200 - 1300 1 1 4200-4300
1300 - 1400 2 1 4300-4400
1400 - 1500 2 1 4400-4500
1500 - 1600 3 1 4500-4600
1600 - 1700 4 2 4600-4700
1700 - 1800 7 3 4700-4800
1800 - 1900 7 4 4800-4900
1900 - 2000 5 4 4900-5000
2000 - 2100 5 5 5000-5100
2100 - 2200 5 5 5100-5200
2200 - 2300 5 6 5200-5300
2300 - 2400 7 7 5300-5400
2400 - 2500 6 8 5400-5500
2500 - 2600 7 12 5500-5600
2600 - 2700 9 16 5600-5700
2700 - 2800 9 14 5700-5800
2800 - 2900 10 14 5800-5900
2900 - 3000 10 15 5900-6000
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 0-6m Rev5 Feb19.