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Federal Highway Administration > Publications > Research > Structures > Long-Term Performance of Epoxy-Coated Reinforcing Steel in Heavy Salt-Contaminated Concrete |
Publication Number: FHWA-HRT-04-090 |
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a) Top bars

b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 46. Slab #1 extracted rebars condition

b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 47. Slab #1 after autopsy
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 49. Slab #2 extracted rebars condition
Figure 50. Slab #2 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear view |
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![]() c) Top View |
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Figure 53. Slab #3 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 55. Slab #4 extracted rebars condition

b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 56. Slab #4 after autopsy
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 58. Slab #5 extracted rebars condition
Figure 59. Slab #5 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 61. Slab #6 extracted rebars condition
Figure 62. Slab #6 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 64. Slab #7 extracted rebars condition
Figure 65. Slab #7 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 67. Slab #8 extracted rebars condition

b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 68. Slab #8 after autopsy
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 70. Slab #9 extracted rebars condition
Figure 71. Slab #9 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 73. Slab #10 extracted rebars condition
Figure 74. Slab #10 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 76. Slab #11 extracted rebars condition

b) Bottom bars
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
Figure 77. Slab #11 after autopsy
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 79. Slab #12 extracted rebars condition
Figure 80. Slab #12 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 82. Slab #13 extracted rebars condition
Figure 83. Slab #13 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 85. Slab #14 extracted rebars condition
Figure 86. Slab #14 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
![]() a) Front View |
![]() b) Rear View |
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![]() c) Top View |
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Figure 88. Slab #15 extracted rebars condition
Figure 89. Slab #15 after autopsy
*A-T: Top left bar, B-T: Top right bar, A-B1&B2: Bottom left bars, B-B1&B2: Bottom right bars
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Topics: research, infrastructure, structures, pavements, concrete, design, jointed, fiber-reinforced polymer, FRP, dowels Keywords: research, structures, concrete, corrosion, durability, electrochemical impedance spectroscopy, black bar, stainless steel, epoxy-coated reinforcing steel, mat-to-mat resistance, macrocell current, corrosion rate, chloride TRT Terms: research, infrastructure, Facilities, Structures, Steel bars--Testing, Epoxy coatings--Testing, Reinforced concrete--United States--Corrosion, Epoxy coatings, Corrosion protection, Electrochemical corrosion, Sodium chloride, Reinforced concrete, Reinforcing bars Updated: 04/23/2012
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