Pavement Structural Analysis of the Design Recommendations for ...
Pavement Structural Analysis of the Design Recommendations for ...
Pavement Structural Analysis of the Design Recommendations for ...
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
<strong>Pavement</strong> <strong>Structural</strong> <strong>Analysis</strong> August 2004<br />
Report No. 15953-2/1 ARA-ERES Consultants<br />
Distribution <strong>of</strong> Average resilient Modulus <strong>for</strong> Sugrade Sand <strong>for</strong> Michigan sites.<br />
RES_MOD_AVG<br />
200<br />
150<br />
100<br />
50<br />
Quantiles<br />
maximum<br />
quartile<br />
median<br />
quartile<br />
minimum<br />
Moments<br />
Mean<br />
Std Dev<br />
Std Error Mean<br />
Upper 95% Mean<br />
Lower 95% Mean<br />
N<br />
Sum Weights<br />
100.0%<br />
99.5%<br />
97.5%<br />
90.0%<br />
75.0%<br />
50.0%<br />
25.0%<br />
10.0%<br />
2.5%<br />
0.5%<br />
0.0%<br />
191.00<br />
191.00<br />
191.00<br />
191.00<br />
63.00<br />
57.00<br />
50.00<br />
42.00<br />
42.00<br />
42.00<br />
42.00<br />
73.4286<br />
52.3477<br />
19.7856<br />
121.8422<br />
25.0150<br />
7.0000<br />
7.0000<br />
Figure 20 Resilient modulus (in MPa) measured on sand recovered from <strong>the</strong><br />
subgrade at all Michigan sites included in <strong>the</strong> LTPP program <strong>for</strong> a<br />
confining pressure <strong>of</strong> 2.0 psi (13.8 kPa) and a cyclic stress <strong>of</strong> 1.8 psi<br />
(12.4 kPa). The resilient modulus values given above are in MPa.<br />
35
Change language