Technical Information
Sample Test Report
| Client: | Pebblecrete Insitu Pty Ltd | Sample Identification: | PPX 254:400D |
| Job: | Product Evaluation | Sampling Data: | Not Applicable |
| Material: | Concrete | Test Date: | 7 April 2006 |
| Test: | AS/NZS 4586 – 1999 Appendix A “Wet Test Using The Pendulum tester”. Using 4S Rubber Slider. | Test Location: | Lab Dock |
|
Sample No
|
Air Temp °C
|
Slope (Direction of Test) Deg |
Mean British Pendulum Number
|
Surface Class
|
Contribution of the Floor Surface to the risk of Slipping when Wet
|
|
Sample 1
|
27.0
|
0.0
|
65
|
||
|
Sample 2
|
27.0
|
0.0
|
66
|
||
|
Sample 3
|
27.0
|
0.0
|
66
|
||
|
Sample 4
|
27.0
|
0.0
|
66
|
||
|
Sample 5
|
27.0
|
0.0
|
67
|
||
|
Mean Value/Result
|
27.0
|
0.0
|
66
|
V
|
Very Low
|
Determining Abrasive Resistance
| Client | Pebblecrete Insitu Pty Ltd |
| Job Number | 8962 |
| Project | Product Evaluation |
| Site | Not Advised |
| Test Type | Determining Abrasion Resistance |
| Test method | AS 4456.9:2003 |
| Cast Date | Not Advised |
| Sampling Data | Not Advised |
| Sample Identification | PPX 254:400D |
| Date Received | 6th April 2006 |
| Test Date | 11 – 13th April 2006 |
| Work Sizes (mm) | 600 x 400 x 50 |
|
Sample ID
|
Abrassion Index
|
|
1
|
0.35
|
|
2
|
0.58
|
|
3
|
0.88
|
|
4
|
0.87
|
|
5
|
0.30
|
|
6
|
0.39
|
|
7
|
0.22
|
|
8
|
0.17
|
|
9
|
0.65
|
|
10
|
0.70
|
|
11
|
1.05
|
|
12
|
1.05
|
|
13
|
0.26
|
|
14
|
0.92
|
|
15
|
0.57
|
|
16
|
0.13
|
|
Mean:
|
0.6
|
|
SD:
|
0.3
|
Determining Breaking Load
| Client | Pebblecrete Insitu Pty Ltd |
| Job Number | 8962 |
| Project | Product Evaluation |
| Site | Not Advised |
| Test Type | Determining Abrasion Resistance |
| Test method | AS 4456.9:2003 |
| Cast Date | Not Advised |
| Sampling Data | Not Advised |
| Sample Identification | PPX 254:400D |
| Date Received | 6th April 2006 |
| Test Date | 11 – 13th April 2006 |
| Work Sizes (mm) | 600 x 400 x 50 |
|
Sample ID
|
Length
|
Width
|
Span
|
Thickness
|
Breaking Load (kN)
|
Modulus of Rupture (Mpa)
|
|
1
|
600
|
400
|
550
|
50
|
9.4
|
7.8
|
|
2
|
600
|
400
|
550
|
50
|
9.0
|
7.5
|
|
3
|
600
|
400
|
550
|
50
|
9.6
|
8.0
|
|
4
|
600
|
400
|
550
|
50
|
9.6
|
8.0
|
|
5
|
600
|
400
|
550
|
50
|
9.5
|
7.9
|
|
6
|
600
|
400
|
550
|
50
|
9.2
|
7.6
|
|
7
|
600
|
400
|
550
|
50
|
8.2
|
6.8
|
|
8
|
600
|
400
|
550
|
50
|
8.9
|
7.4
|
|
9
|
600
|
400
|
550
|
50
|
10.1
|
8.4
|
|
10
|
600
|
400
|
550
|
50
|
9.8
|
8.1
|
|
Note 1: All Dimensions in mm
|
Mean
|
9.4
|
7.7
|
|||
|
Note 2: Work Sizes Shown Above
|
SD
|
0.5
|
0.5
|
|||
|
Note 3: Characteristic based on Mean – 1.65 SD
|
Char
|
8.4
|
7.0
|
|||