Abstract

The American Association of State Highway and Transportation Officials (AASHTO) T 365 standard, Standard Method of Test for Quantifying Calcium Oxychloride Formation Potential of Cementitious Pastes Exposed to Deicing Salts, describes a test methodology that uses low-temperature differential scanning calorimetry (LTDSC) to quantify the formation of calcium oxychloride in cementitious systems exposed to concentrated calcium chloride solutions. AASHTO T 365 is included in AASHTO PP 84, Standard Practice for Developing Performance Engineered Concrete Pavement Mixtures, as a performance indicator for mixtures at risk of calcium oxychloride formation. During the test, the sample temperature is first dropped to −90°C, looped through a brief thermal cycle, then slowly increased to a maximum of 50°C, at a constant heating rate of 0.25°C/minute (min), for a total testing time of approximately 11 hours. The objective of this work is to modify the test to reduce its duration to facilitate wide adoption among practitioners. It is found that by increasing the minimum conditioning temperature from −90°C to −5°C, as well as by increasing the heating rate from 0.25°C/min up to 1°C/min, the test duration can be reduced from approximately 10.7 hours to approximately 1.6 hours without any statistically significant difference in the numerical test results, although an offset of the melting peak and a change in its shape were observed. This change can provide valuable savings in terms of time and energy/gas consumption and make AASHTO T 365 more competitive with other available tests for the estimation of calcium oxychloride formation, such as thermogravimetric analysis (TGA). TGA and LTDSC are compared to each other in terms of mixture classification for susceptibility to calcium oxychloride formation. It is shown that the two tests show good agreement, with 85 % of cases (out of 30 tested) receiving the same classification.

References

1.
Yehia
S. A.
and
Tuan
C. Y.
, “
Bridge Deck Deicing
,” in
Civil Engineering Faculty Proceedings and Presentations
(
Ames, IA
:
Iowa State University
,
1998
),
51
57
.
2.
Fischel
M.
,
Evaluation of Selected Deicers Based on a Review of the Literature, Report No. CDOT-DTD-R-2001-15
(Denver, CO:
Colorado Department of Transportation
,
2001
).
3.
Mends
N.
and
Carter
P.
, “
Economic Impact of Magnesium Chloride Anti-icing on Montana Bridges
,” in
Sixth International Conference on Short- and Medium-Span Bridges
(
Montreal
,
Canada
: Canadian Society for Civil Engineering, 2002),
739
744
.
4.
Mussato
B. T.
,
Gepraegs
O. K.
, and
Farnden
G.
, “
Relative Effects of Sodium Chloride and Magnesium Chloride on Reinforced Concrete: State of the Art
,”
Transportation Research Record
1866
, no. 
1
(January
2004
):
59
66
, https://doi.org/10.3141/1866-08
5.
Shi
X.
,
Akin
M.
,
Pan
T.
,
Fay
L.
,
Liu
Y.
, and
Yang
Z.
, “
Deicer Impacts on Pavement Materials: Introduction and Recent Developments
,”
The Open Civil Engineering Journal
3
, no. 
1
(
2009
):
16
27
, https://doi.org/10.2174/1874149500903010016
6.
Sutter
L.
,
Peterson
K.
,
Julio-Betancourt
G.
,
Hooton
D.
,
Van Dam
T.
, and
Smith
K.
,
The Deleterious Chemical Effects of Concentrated Deicing Solutions on Portland Cement Concrete, Study SD2002-01
(
Houghton, MI
:
Michigan Tech Transportation Institute
,
2008
).
7.
Ababneh
A.
,
Benboudjema
F.
, and
Xi
Y.
, “
Chloride Penetration in Nonsaturated Concrete
,”
Journal of Materials in Civil Engineering
15
, no. 
2
(April
2003
):
183
191
, https://doi.org/10.1061/(ASCE)0899-1561(2003)15:2(183)
8.
Villani
C.
,
Spragg
R.
,
Pour-Ghaz
M.
, and
Jason Weiss
W.
, “
The Role of Deicing Salts on the Non-linear Moisture Diffusion Coeffcient of Cementitious Materials during Drying
,”
Brittle Matrix Composites
10
(
2012
):
101
114
.
9.
Atkinson
A.
and
Nickerson
A. K.
, “
The Diffusion of Ions through Water-Saturated Cement
,”
Journal of Materials Science
19
, no. 
9
(September
1984
):
3068
3078
, https://doi.org/10.1007/BF01026986
10.
Luping
T.
and
Gulikers
J.
, “
On the Mathematics of Time-Dependent Apparent Chloride Diffusion Coefficient in Concrete
,”
Cement and Concrete Research
37
, no. 
4
(April
2007
):
589
595
, https://doi.org/10.1016/j.cemconres.2007.01.006
11.
Xi
Y.
and
Bažant
Z. P.
, “
Modeling Chloride Penetration in Saturated Concrete
,”
Journal of Materials in Civil Engineering
11
, no. 
1
(February
1999
):
58
65
, https://doi.org/10.1061/(ASCE)0899-1561(1999)11:1(58)
12.
Jensen
O. M.
,
Hansen
P. F.
,
Coats
A. M.
, and
Glasser
F. P.
, “
Chloride Ingress in Cement Paste and Mortar
,”
Cement and Concrete Research
29
, no. 
9
(September
1999
):
1497
1504
, https://doi.org/10.1016/S0008-8846(99)00131-3
13.
Puyate
Y. T.
,
Lawrence
C. J.
,
Buenfeld
N. R.
, and
McLoughlin
I. M.
, “
Chloride Transport Models for Wick Action in Concrete at Large Peclet Number
,”
Physics of Fluids
10
, no. 
3
(
1998
):
566
575
, https://doi.org/10.1063/1.869584
14.
Qiao
C.
,
Ni
W.
,
Wang
Q.
, and
Weiss
J.
, “
Chloride Diffusion and Wicking in Concrete Exposed to NaCl and MgCl2 Solutions
,”
Journal of Materials in Civil Engineering
30
, no. 
3
(March
2018
): https://doi.org/10.1061/(ASCE)MT.1943-5533.0002192
15.
Li
W.
,
Pour-Ghaz
M.
,
Castro
J.
, and
Weiss
J.
, “
Water Absorption and Critical Degree of Saturation Relating to Freeze-Thaw Damage in Concrete Pavement Joints
,”
Journal of Materials in Civil Engineering
24
, no. 
3
(March
2012
): https://doi.org/10.1061/(ASCE)MT.1943-5533.0000383
16.
Birnin-Yauri
U. A.
and
Glasser
F. P.
, “
Friedel’s Salt, Ca2Al(OH)6(Cl, OH)·2H2O: Its Solid Solutions and Their Role in Chloride Binding
,”
Cement and Concrete Research
28
, no. 
12
(December
1998
):
1713
1723
, https://doi.org/10.1016/S0008-8846(98)00162-8
17.
Suryavanshi
A. K.
,
Scantlebury
J. D.
, and
Lyon
S. B.
, “
Mechanism of Friedel’s Salt Formation in Cements Rich in Tri-calcium Aluminate
,”
Cement and Concrete Research
26
, no. 
5
(May
1996
):
717
727
, https://doi.org/10.1016/S0008-8846(96)85009-5
18.
Mesbah
A.
,
François
M.
,
Cau-dit-Coumes
C.
,
Frizon
F.
,
Filinchuk
Y.
,
Leroux
F.
,
Ravaux
J.
, and
Renaudin
G.
, “
Crystal Structure of Kuzel’s Salt 3CaO•Al2O3•1/2CaSO4•1/2CaCl2•11H2O Determined by Synchrotron Powder Diffraction
,”
Cement and Concrete Research
41
, no. 
5
(May
2011
):
504
509
, https://doi.org/10.1016/j.cemconres.2011.01.015
19.
Qiao
C.
,
Suraneni
P.
,
Tsui Chang
M.
, and
Weiss
J.
, “
Damage in Cement Pastes Exposed to MgCl2 Solutions
,”
Materials and Structures
51
, no. 
3
(May
2018
):
1
15
, https://doi.org/10.1617/s11527-018-1191-2
20.
Qiao
C.
,
Suraneni
P.
,
Chang
M. T.
, and
Weiss
J.
, “
The Influence of Calcium Chloride on Flexural Strength of Cement-Based Materials
,” in
High Tech Concrete: Where Technology and Engineering Meet
, eds.
Hordijk
D. A.
and
Ludović
M.
(
Cham, Switzerland
:
Springer, Cham
,
2018
),
2041
2048
, https://doi.org/10.1007/978-3-319-59471-2_233
21.
Suraneni
P.
,
Monical
J.
,
Unal
E.
,
Farnam
Y.
, and
Weiss
J.
, “
Calcium Oxychloride Formation Potential in Cementitious Pastes Exposed to Blends of Deicing Salt
,”
Materials Journal
114
, no. 
4
(July
2017
):
631
641
, https://doi.org/10.14359/51689607
22.
Suraneni
P.
,
Azad
V.
,
Isgor
O. B.
, and
Weiss
W. J.
, “
Deicing Salts and Durability of Concrete Pavements and Joints: Mitigating Calcium Oxychloride Formation
,”
Concrete International
38
, no. 
4
(April
2016
):
48
54
.
23.
Qiao
C.
,
Suraneni
P.
, and
Weiss
J.
, “
Flexural Strength Reduction of Cement Pastes Exposed to CaCl2 Solutions
,”
Cement and Concrete Composites
86
(February
2018
):
297
305
, https://doi.org/10.1016/j.cemconcomp.2017.11.021
24.
Farnam
Y.
,
Dick
S.
,
Wiese
A.
,
Davis
J.
,
Bentz
D.
, and
Weiss
J.
, “
The Influence of Calcium Chloride Deicing Salt on Phase Changes and Damage Development in Cementitious Materials
,”
Cement and Concrete Composites
64
(November
2015
):
1
15
, https://doi.org/10.1016/j.cemconcomp.2015.09.006
25.
Farnam
Y.
,
Zhang
B.
, and
Weiss
J.
, “
Evaluating the Use of Supplementary Cementitious Materials to Mitigate Damage in Cementitious Materials Exposed to Calcium Chloride Deicing Salt
,”
Cement and Concrete Composites
81
(August
2017
):
77
86
, https://doi.org/10.1016/j.cemconcomp.2017.05.003
26.
Qiao
C.
,
Suraneni
P.
, and
Weiss
J.
, “
Phase Diagram and Volume Change of the Ca(OH)2─CaCl2─H2O System for Varying Ca(OH)2/CaCl2 Molar Ratios
,”
Journal of Materials in Civil Engineering
30
, no. 
2
(February
2018
): 04017281, https://doi.org/10.1061/(ASCE)MT.1943-5533.0002145
27.
Harris
D.
,
Farnam
Y.
,
Spragg
R.
,
Imbrock
P.
, and
Weiss
W. J.
,
Early Detection of Joint Distress in Portland Cement Concrete Pavements, FHWA/IN/JTRP-2015/09
(
West Lafayette, IN
:
Purdue University
,
2015
), https://doi.org/10.5703/1288284315531
28.
Suraneni
P.
,
Monical
J.
,
Unal
E.
,
Farnam
Y.
,
Villani
C.
,
Barrett
T. J.
, and
Weiss
W. J.
,
Performance of Concrete Pavement in the Presence of Deicing Salts and Deicing Salt Cocktails, FHWA/IN/JTRP-2016/25
(
West Lafayette, IN
:
Purdue University
,
2016
), https://doi.org/10.5703/1288284316350
29.
Weiss
W. J.
,
Olek
J.
,
Whiting
N. M.
,
Panchmatia
P.
,
Qiao
C.
, and
Suraneni
P.
,
Synthesis: Accelerating Implementation of Research Findings to Reduce Potential Concrete Pavement Joint Deterioration, FHWA/IN/JTRP-2018/24
(
West Lafayette, IN
:
Purdue University
,
2018
), https://doi.org/10.5703/1288284316869
30.
Collepardi
M.
,
Coppola
L.
, and
Pistolesi
C.
, “
Durability of Concrete Structures Exposed to CaCl2 Based Deicing Salts
,” in
Third CANMET/ACI International Conference on “Durability of Concrete”
(
Farmington Hills, MI
:
American Concrete Institute
,
1994
),
107
120
.
31.
Suraneni
P.
,
Azad
V. J.
,
Isgor
O. B.
, and
Weiss
J.
, “
Role of Supplementary Cementitious Material Type in the Mitigation of Calcium Oxychloride Formation in Cementitious Pastes
,”
Journal of Materials in Civil Engineering
30
, no. 
10
(October
2018
): 04018248, https://doi.org/10.1061/(ASCE)MT.1943-5533.0002425
32.
Suraneni
P.
,
Azad
V. J.
,
Isgor
O. B.
, and
Weiss
W. J.
, “
Use of Fly Ash to Minimize Deicing Salt Damage in Concrete Pavements
,”
Transportation Research Record
2629
, no. 
1
(January
2017
):
24
32
, https://doi.org/10.3141/2629-05
33.
Suraneni
P.
,
Azad
V. J.
,
Isgor
B. O.
, and
Weiss
W. J.
, “
Calcium Oxychloride Formation in Pastes Containing Supplementary Cementitious Materials: Thoughts on the Role of Cement and Supplementary Cementitious Materials Reactivity
,”
RILEM Technical Letters
1
(
2016
):
24
30
, https://doi.org/10.21809/rilemtechlett.2016.7
34.
Tritthart
J.
, “
Chloride Binding in Cement I. Investigations to Determine the Composition of Porewater in Hardened Cement
,”
Cement and Concrete Research
19
, no. 
4
(July
1989
):
586
594
, https://doi.org/10.1016/0008-8846(89)90010-0
35.
Thomas
M. D. A.
,
Hooton
R. D.
,
Scott
A.
, and
Zibara
H.
, “
The Effect of Supplementary Cementitious Materials on Chloride Binding in Hardened Cement Paste
,”
Cement and Concrete Research
42
, no. 
1
(January
2012
):
1
7
, https://doi.org/10.1016/j.cemconres.2011.01.001
36.
Ghazy
A.
and
Bassuoni
M. T.
, “
Resistance of Concrete to Different Exposures with Chloride-Based Salts
,”
Cement and Concrete Research
101
(November
2017
):
144
158
, https://doi.org/10.1016/j.cemconres.2017.09.001
37.
Peterson
K.
,
Julio-Betancourt
G.
,
Sutter
L.
,
Hooton
R. D.
, and
Johnston
D.
, “
Observations of Chloride Ingress and Calcium Oxychloride Formation in Laboratory Concrete and Mortar at 5 °C
,”
Cement and Concrete Research
45
(March
2013
):
79
90
, https://doi.org/10.1016/j.cemconres.2013.01.001
38.
Farnam
Y.
,
Washington
T.
, and
Weiss
J.
, “
The Influence of Calcium Chloride Salt Solution on the Transport Properties of Cementitious Materials
,”
Advances in Civil Engineering
2015
(June
2015
): 929864, https://doi.org/10.1155/2015/929864
39.
Galan
I.
,
Perron
L.
, and
Glasser
F. P.
, “
Impact of Chloride-Rich Environments on Cement Paste Mineralogy
,”
Cement and Concrete Research
68
(February
2015
):
174
183
, https://doi.org/10.1016/j.cemconres.2014.10.017
40.
Monical
J.
,
Villani
C.
,
Farnam
Y.
,
Unal
E.
, and
Weiss
W.
, “
Using Low-Temperature Differential Scanning Calorimetry to Quantify Calcium Oxychloride Formation for Cementitious Materials in the Presence of Calcium Chloride
,”
Advances in Civil Engineering Materials
5
, no. 
2
(
2016
):
142
156
, https://doi.org/10.1520/ACEM20150024
41.
Standard Method of Test for Quantifying Calcium Oxychloride Amounts in Cement Pastes Exposed to Deicing Salts
, AASHTO T 365 (
Washington, DC
:
American Association of State Highway and Transportation Officials
, approved January
2020
).
42.
Standard Practice for Developing Performance Engineered Concrete Pavement Mixtures
, AASHTO PP 84 (
Washington, DC
:
American Association of State Highway and Transportation Officials
, approved January
2020
).
43.
Sutter
L.
,
Peterson
K.
,
Touton
S.
,
Van Dam
T.
, and
Johnston
D.
, “
Petrographic Evidence of Calcium Oxychloride Formation in Mortars Exposed to Magnesium Chloride Solution
,”
Cement and Concrete Research
36
, no. 
8
(January
2020
):
1
41
, https://doi.org/10.1016/j.cemconres.2006.05.022
44.
Shi
C.
, “
Formation and Stability of 3CaO·CaCl2·12H2O
,”
Cement and Concrete Research
31
, no. 
9
(September
2001
):
1373
1375
, https://doi.org/10.1016/S0008-8846(01)00576-2
45.
Standard Specification for Portland Cement
, ASTM C150/C150M-19a (Superseded) (
West Conshohocken, PA
:
ASTM International
, approved April 1,
2020
), https://doi.org/10.1520/C0150_C0150M-19A
46.
Standard Specification for Portland Cement
, AASHTO M 85 (Washington, DC:
American Association of State Highway and Transportation Officials
, approved January 1,
2020
).
47.
Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
, ASTM C618-19 (
West Conshohocken, PA
:
ASTM International
, approved January 1,
2019
), https://doi.org/10.1520/C0618
48.
Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
, AASHTO M 295 (Washington, DC:
American Association of State Highway and Transportation Officials
, approved January
2019
).
49.
Standard Specification for Slag Cement for Use in Concrete and Mortars
, ASTM C989/C989M(2016)-18a (
West Conshohocken, PA
:
ASTM International
, approved December 15,
2018
), https://doi.org/10.1520/C0989
50.
Standard Specification for Slag Cement for Use in Concrete and Mortars
, AASHTO M 302 (Washington, DC:
American Association of State Highway and Transportation Officials
, approved January
2019
).
51.
Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
, ASTM C305-20 (West Conshohocken,
PA
:
ASTM International
, approved July 15,
2020
), https://doi.org/10.1520/C0305-20
52.
Bu
Y.
,
Spragg
R.
,
Villani
C.
, and
Weiss
J.
, “
The Influence of Accelerated Curing on the Properties Used in the Prediction of Chloride Ingress in Concrete Using a Nernst–Planck Approach
,”
Construction and Building Materials
66
(September
2014
):
752
759
, https://doi.org/10.1016/j.conbuildmat.2014.04.138
53.
Zhang
J.
and
Scherer
G. W.
, “
Comparison of Methods for Arresting Hydration of Cement
,”
Cement and Concrete Research
41
, no. 
10
(October
2011
):
1024
1036
, https://doi.org/10.1016/j.cemconres.2011.06.003
54.
Sabir
B. B.
,
Wild
S.
, and
Bai
J.
, “
Metakaolin and Calcined Clays as Pozzolans for Concrete: A Review
,”
Cement and Concrete Composites
23
, no. 
6
(December
2001
):
441
454
, https://doi.org/10.1016/S0958-9465(00)00092-5
55.
Suraneni
P.
and
Weiss
J.
, “
Extending Low-Temperature Differential Scanning Calorimetry from Paste to Mortar and Concrete to Quantify the Potential for Calcium Oxychloride Formation
,”
Advances in Civil Engineering Materials
7
, no. 
1
(
2018
):
1
16
, https://doi.org/10.1520/ACEM20170113
56.
Ghantous
R. M.
,
Farnam
Y.
,
Unal
E.
, and
Weiss
J.
, “
The Influence of Carbonation on the Formation of Calcium Oxychloride
,”
Cement and Concrete Composites
73
(October
2016
):
185
191
, https://doi.org/10.1016/j.cemconcomp.2016.07.016
57.
Brown
P.
and
Bothe Jr
J.
., “
The System CaO-Al2O3-CaCl2-H2O at 23±2 °C and the Mechanisms of Chloride Binding in Concrete
,”
Cement and Concrete Research
34
, no. 
9
(September
2004
):
1549
1553
, https://doi.org/10.1016/j.cemconres.2004.03.011
58.
Monosi
S.
and
Collepardi
M.
, “
Research on 3CaO·CaCl2·15H2O Identified in Concretes Damaged by CaCl2 Attack
,”
Il Cimento
87
(
1990
):
3
8
.
59.
Demediuk
T.
,
Cole
W. F.
, and
Hueber
H. V.
, “
Studies on Magnesium and Calcium Oxychlorides
,”
Australian Journal of Chemistry
8
, no. 
2
(
1955
):
215
233
, https://doi.org/10.1071/CH9550215
This content is only available via PDF.
You do not currently have access to this content.