Prashant
Srivastava
*a,
Mike
Williams
a,
Jun
Du
a,
Divina
Navarro
a,
Rai
Kookana
a,
Grant
Douglas
b,
Trevor
Bastow
b,
Greg
Davis
b and
Jason K.
Kirby
a
aCommonwealth Scientific and Industrial Research Organisation (CSIRO), Land and Water, Waite Campus, Urrbrae, South Australia, Australia. E-mail: Prashant.Srivastava@csiro.au
bCommonwealth Scientific and Industrial Research Organisation (CSIRO), Land and Water, Floreat, Western Australia, Australia
First published on 25th August 2022
Correction for ‘Method for extraction and analysis of per- and poly-fluoroalkyl substances in contaminated asphalt’ by Prashant Srivastava et al., Anal. Methods, 2022, 14, 1678–1689, https://doi.org/10.1039/D2AY00221C.
• In Table 1 (page 1681), the unit of concentration of PFOA, PFHxS, PFOS and the sum of PFHxS and PFOS should be μg kg−1, instead of mg kg−1. Therefore, the superscript ‘c’ in Table 1 is redundant, as none of the concentrations exceeds the landfill acceptance criteria of 50 mg kg−1. All discussions referring to Table 1 should have units of μg kg−1 instead of mg kg−1.
• In Table S1 (ESI), the unit of MLOQ should be μg kg−1, instead of mg kg−1.
• The penultimate sentences in the abstract (page 1678) and the first paragraph of the conclusions (page 1687) should have units of μg kg−1 instead of mg kg−1, i.e. (from LOQ to 2135 μg kg−1).
• The final sentence of Section 2.6 (page 1683), text in Section 3.1 (page 1685) and paragraph two of Section 3.3 (page 1686) should have units of μg kg−1 instead of mg kg−1.
The corrected Table 1 is shown below, and the corrected ESI is available – see https://doi.org/10.1039/D2AY90109A.
Location | No. | Depth (mm) | PFOA (μg kg−1) | PFHxS (μg kg−1) | PFOS (μg kg−1) | Sum of PFHxS and PFOS (μg kg−1) |
---|---|---|---|---|---|---|
a LOQ = limit of quantitation. b Concentrations without standard deviation had non-detect values for other replicates. | ||||||
LOQa | 0.60 | 1.00 | 0.70 | |||
Runway apron | Core 1 | 0–50 | <LOQ | <LOQ | <LOQ | <LOQ |
190–240 | <LOQ | <LOQ | <LOQ | <LOQ | ||
Core 2 | 0–50 | <LOQ | <LOQ | <LOQ | <LOQ | |
180–230 | <LOQ | <LOQ | <LOQ | <LOQ | ||
Runway | Core 3 | 0–50 | <LOQ | <LOQ | 1.40 ± 0.30 | 1.40 ± 0.30 |
50–80 | <LOQ | <LOQ | 1.39 ± 0.12 | 1.39 ± 0.12 | ||
80–110 | <LOQ | <LOQ | 3.12b | 3.12b | ||
110–140 | <LOQ | <LOQ | <LOQ | <LOQ | ||
140–170 | <LOQ | <LOQ | <LOQ | <LOQ | ||
170–220 | <LOQ | <LOQ | <LOQ | <LOQ | ||
220–250 | <LOQ | <LOQ | <LOQ | <LOQ | ||
Core 4 | 0–50 | <LOQ | 3.10 ± 0.04 | 9.90 ± 0.40 | 13.00 ± 0.80 | |
50–70 | <LOQ | 2.20 ± 0.27 | 22.00 ± 2.70 | 24.20 ± 2.97 | ||
70–110 | 0.82 | 3.56b | 61.00b | 64.56b | ||
110–140 | 0.65 | 3.46b | 13.30b | 16.76b | ||
140–180 | <LOQ | 2.70 ± 0.20 | 1.00 ± 0.10 | 3.70 ± 0.30 | ||
Taxiway near aircraft hangar | Core 5 | 0–50 | <LOQ | <LOQ | 1.70 ± 0.50 | 1.70 ± 0.50 |
50–80 | <LOQ | <LOQ | 3.20 ± 0.34 | 3.20 ± 0.34 | ||
80–110 | <LOQ | <LOQ | 2.50b | 2.50b | ||
110–140 | <LOQ | 3.45b | 18.40b | 21.85b | ||
140–170 | 13.50 ± 1.30 | 148.00 ± 9.70 | 1201.00 ± 159.00 | 1349.00 ± 168.70 | ||
Driveway | Core 6 | 0–50 | 5.50 ± 0.40 | 68.20 ± 1.50 | 487.00 ± 44.00 | 555.20 ± 45.50 |
Near a fire-fighting training pad | Core 7 | 0–50 | 3.60 ± 0.20 | 183.00 ± 16.00 | 1952.00 ± 965.00 | 2135.00 ± 981.00 |
50–100 | 0.92 ± 0.02 | <LOQ | 2.30 ± 0.40 | 2.30 ± 0.40 |
The Royal Society of Chemistry apologises for these errors and any consequent inconvenience to authors and readers.
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