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