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Fundamental Properties of Asphalts and Modified Asphalts, III

Fundamental Properties of Asphalts and Modified Asphalts, III

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Dadey et al. [1988] proposed Scheme II for the reaction <strong>of</strong> DPPC with water to form<br />

diphenylphosphinic acid. We are not sure which scheme more correctly describes the reaction.<br />

However, more recent work seems to agree with Scheme I [Hatzakis et al. 2008].<br />

Other phosphorous compounds can be used to derivatize the labile hydrogen (OH) such as in<br />

phenols <strong>and</strong> carboxylic acids [Wroblewski et al. 1988; Dadey et al. 1988; Lensink <strong>and</strong> Verkade<br />

1990]. Dadey et al. [1988] also proposed Scheme <strong>III</strong> for the reaction <strong>of</strong> DPPC with phenols. We<br />

have not yet verified the reaction with phenols.<br />

2Ph2POCl + H2O + Ph2P(O)OH +<br />

OH<br />

2Ph2POCl + +<br />

N<br />

Scheme II<br />

N<br />

Scheme <strong>III</strong><br />

66<br />

Ph2P(O)O +<br />

In practice, weighed amounts <strong>of</strong> an internal st<strong>and</strong>ard, [MePh3P]I (methyltriphenylphosphoniumiodide),<br />

were placed into oven dried NMR tubes. These tubes were then sealed with rubber septa<br />

to prevent moisture intrusion. A “stock solution” was then made by dissolving Ph2POCl in<br />

CDCl3. An exact amount <strong>of</strong> stock solution was then added to the sealed tubes via syringe. NMR<br />

data for the stock solution in the sealed tubes was collected to determine how much water was<br />

present in the system. Weighed samples <strong>of</strong> asphalt were then dissolved in pyridine, added to the<br />

NMR tubes described above, <strong>and</strong> allowed to react for five minutes at which point NMR spectra<br />

were then acquired. A blank <strong>of</strong> neat pyridine was tested for water content in the same way the<br />

asphalt samples were tested. All solvents were dried over 4 Å sieves.<br />

The 31 P NMR method was applied to asphalts AAB-1, AAD-1, <strong>and</strong> ABD-1. Previously, residual<br />

moisture in these asphalts was determined by a commercial laboratory using the Karl Fischer<br />

titration method. 31 P NMR spectra are shown in figure 2-5.8 along with a spectrum <strong>of</strong> the blank.<br />

The spectra clearly show resonances formed by the reaction <strong>of</strong> the tagging agent with the water<br />

in asphalt. Although the peak in the blank spectrum <strong>of</strong> the water reaction product was<br />

subtracted, the NMR results were not in close agreement with those obtained by Karl Fischer<br />

titration (0.46% NMR vs. 0.37% Karl Fischer for ABD; 0.88% NMR vs. 0.37 Karl Fischer for<br />

AAD; 1.28% NMR vs. 0.31% Karl Fischer for AAB). The reasons for the discrepancies are<br />

being investigated.<br />

N +<br />

H<br />

Cl -<br />

N +<br />

H Cl-<br />

L -

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