A pavement engineer is attempting to study the effect of adding polypropylene (PP) to asphalt concrete. The engineer claims that PP can improve the strength of asphalt concrete. Results of indirect tensile strength tests on asphalt concrete samples with and without PP are shown in Table 1. Do you agree with the engineer's claim? Table 1: Results of indirect tensile strength tests on asphalt concrete (AC) without and with polypropylene (PP) as an additive Test 1 2 3 4 5 6 7 8 9 10 11 12 Indirect Tensile Strength (MPa) AC Without PP 0.93 1.02 0.87 0.95 1.04 1.12 0.78 0.65 1.07 0.99 0.87 1.08 AC With PP 1.23 1.06 0.89 1.05 1.30 1.56 0.87 0.76 1.34 1.22 0.98 1.15

Structural Analysis
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Chapter2: Loads On Structures
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A pavement engineer is attempting to study the effect of adding polypropylene (PP) to asphalt concrete.
The engineer claims that PP can improve the strength of asphalt concrete. Results of indirect tensile
strength tests on asphalt concrete samples with and without PP are shown in Table 1.
Do you agree with the engineer's claim?
Table 1: Results of indirect tensile strength tests on asphalt concrete (AC) without and with
polypropylene (PP) as an additive
Test
1
2
3
4
5
6
7
8
9
10
11
12
Indirect Tensile Strength (MPa)
AC Without PP
0.93
1.02
0.87
0.95
1.04
1.12
0.78
0.65
1.07
0.99
0.87
1.08
AC With PP
1.23
1.06
0.89
1.05
1.30
1.56
0.87
0.76
1.34
1.22
0.98
1.15
Transcribed Image Text:A pavement engineer is attempting to study the effect of adding polypropylene (PP) to asphalt concrete. The engineer claims that PP can improve the strength of asphalt concrete. Results of indirect tensile strength tests on asphalt concrete samples with and without PP are shown in Table 1. Do you agree with the engineer's claim? Table 1: Results of indirect tensile strength tests on asphalt concrete (AC) without and with polypropylene (PP) as an additive Test 1 2 3 4 5 6 7 8 9 10 11 12 Indirect Tensile Strength (MPa) AC Without PP 0.93 1.02 0.87 0.95 1.04 1.12 0.78 0.65 1.07 0.99 0.87 1.08 AC With PP 1.23 1.06 0.89 1.05 1.30 1.56 0.87 0.76 1.34 1.22 0.98 1.15
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