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Stainless Steel Reinforcement as a Replacement for Epoxy Coated Steel in Bridge Decks
ODOT-OkTC
Transportation Research Day
Oklahoma City, OKOctober 12, 2013
Outline
Objectives
Reinforcement
Test methods and Results
Life expectancy and Cost-effectiveness
Conclusions and Recommendations
Determine the corrosion resistance of 2304 duplex stainless steel reinforcement and NX-SCR™ stainless steel clad bars compared to conventional and epoxy-coated reinforcement in reinforced concrete bridge decks
Estimate the life expectancy and cost effectiveness of 2304 duplex stainless steel, NX-SCR™ stainless steel clad reinforcement, epoxy-coated reinforcement, and mild steel reinforcement in bridge decks in Oklahoma
Objectives
Reinforcement
Conv.
ECR
2304
SS Clad
2304
Pickled a second time
As delivered
Test Methods
Rapid Macrocell test
Southern Exposure test
Cracked Beam test
Chloride Induced Corrosion
Two phase process:
Phase I – initiation– Time to reach the
critical chloride corrosion threshold
Phase II – corrosion– Corrosion products
build up around reinforcement
Time
Co
rro
sio
n L
oss
Phase I Phase II
Cracking of Concrete
Measurements and observations
Voltage drop to measure corrosion rateCorrosion potentialMat-to-mat resistanceLinear Polarization to measure microcell and macrocell corrosionCl– content at corrosion initiationCracking and staining of concreteCorrosion on bars following testsEvaluate disbondment of epoxy coating
Bench-Scale Tests
Southern Exposure Test
10 ohm
Terminal Box
Voltmeter
15% NaCl solution
12.0 in.
2.25 in.2.5 in.2.5 in.2.5 in.2.25 in.
1.0 in.
1.0 in.
7.0 in.
V
Cracked Beam Test
VVoltmeter
Terminal Box
10 ohm
6.0 in.
1.0 in.
1.0 in.
7.0 in.
All bars – Southern Exposure
Corrosion resistant bars – Southern Exposure, different scale
Critical Chloride Corrosion Threshold
Reinforcement No. of Samples
Avg. Initiation
Age(weeks)
Avg. Chloride Content(lb/yd3)
Conventional 34 12.5 1.78
Conv./2304 18 8.0 1.76
Conv./SSClad 26 9.3 1.59
ECR 36 16.5 4.59
SSClad-4h 54 26.7 7.62
SSClad -- -- --
2304 35 99.8 20.5
2304/Conv. 14 75.0 20.5
All bars – Cracked Beam
Corrosion resistant bars – Cracked Beam, different scale
2304– Cracked Beam
2304 (pickled a second time) – Cracked beam
SS Clad– Cracked Beam
Cracked beams
Conv. ECR 2304 SS clad
Comparisons based on:
150 ft span, 42 ft width, 8 in. deck
75 and 100-year economic lives
ODOT costs
Time to first repair (years)2 ½-in. cover
SteelDesignation Initiation
Initiation to
Cracking
Cracking to Repair
First Repair
Conventional 2.1 7 10 19
ECR 8.4 35 10 53
2304 44 26 10 80
2304-p -- -- 10 > 100
SSClad -- -- 10 > 100
Costs per yd2 Present worth for 2% discount rate
SteelDesignation
InitialCost
Total costs
75 years 100 years
Conventional $163 $1048 $1265
ECR $198 $422 $422
2304 $275 $275 $423
2304-p $275 $275 $275
SSClad $240 $240 $240
Conclusions and Recommendations
Corrosion resistant steels, even when damaged, provide significant advantages over conventional reinforcement
Lack of proper pickling reduces corrosion resistance of stainless steel
Conclusions and Recommendations
Some problems with NX-SCRTM
stainless steel clad reinforcement – the bars are not currently available
Stainless steel reinforcement should be pickled to a bright or uniformly light surface to ensure proper performance
The University of Kansas
David Darwin, Ph.D., P.E.
Deane E. Ackers Distinguished Professor and ChairDept. of Civil, Environmental & Architectural
Engineering2150 Learned HallLawrence, Kansas, 66045-7609(785) 864-3827 Fax: (785) 864-5631