Dowel Bar Standardization. NC^2 Fall Meeting St. Louis, MO
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1 Dowel Bar Standardization
2 2001 Universal Basket
3 Continuation of discussion from NC^2 Spring meeting
4 Results of Dowel Bar Questionnaire
5 Results of Dowel Bar Questionnaire
6 Dowel Bar Diameters 6.0" 6.5" 7.0" 7.5" 8.0" 8.5" 9.0" 9.5" 10.0" 10.5" 11.0" 11.5" 12.0" 12.5" Recommended California Iowa Illinois Indiana Michigan Minnesota Missouri North Dakota Ohio Teas Wisconsin Based on NC^2 March 2009 dowel bar questionnaire, question number 9 responses.
7 Dowel Bar Standardization Recommendations Recommendation Following is our recommendation for standardizing dowel bar baskets for concrete paving in the United States. A regional approach may also be utilized to adopt some of the following recommendations basket/frame wire diameter Optional legs shapes as shown in IA Standard Road Plan RH mil epoy coating thickness on dowel bar Dowel bar steel AASHTO M 227 Grade (ASTM A 615 Grade 40 or 60) 15 long dowel bar 10-0 basket length (11 bars spaced at 12 on center) Dowel bar size Pavement Thickness > > >12 Dowel Bar Diameter 1 1¼ 1½ 1½ Height to center of dowel 3¼ 4½ 5 6½
8 Questions/Comments/ Discussion
9 Revised Recommendations After the group discussion on Tuesday October 6th, I would like to revise our recommendation to move forward basket/frame wire diameter spacer wire diameter (0.177 ) Number of spacer wires required 4 minimum U-leg and V-leg basket stability 8 12 mil epoy coating thickness on dowel bar Dowel bar steel AASHTO M 227 Grade (ASTM A 615 Grade 40 or 60)
10 Wires and Basket Style Wire Gauge Comparison (#5) Cut Shipping (Spacer) Wires (#11) Basket Leg Style (#4) Top Bottom Side Shipping Yes No Contractor's Option U-leg V-leg J-leg Choked V-leg Not Specified Recommended California W10 W10 NG NG Iowa (must cut every 4th) Illinois Indiana W7.5 W7.5 W7.5 NG Louisiana NG Michigan NS Minnesota Missouri #0(.306) #0(.306) #0(.306) NG New York NG North Carolina North Dakota NS NS NS NS Ohio Teas NG NG NG NG Wisconsin NG NG NG NG NG = Not Given NS = Not Specified
11 Dowel Bar Material Dowel Bar Material Comparison (#9) AASHTO M227 GR ASTM A615 Grade 40 ASTM A615 Grade 60 AASHTO M31 Not Specified Recommended California Iowa Illinois Indiana Louisiana Michigan Minnesota Missouri North Carolina North Dakota Ohio Teas Wisconsin ASTM A615 Grade 40 is recertifiable as AASHTO M227, 99% of time, ASTM A615 Grade 60 is also becoming re-certifiable as AASHTO M227 Grade (Eder NC^2 March 2009)
12 Epoy Coating Thickness Recommended Alabama Arizona Arkansas California Colorado Deleware Florida Georgia Idaho Illinois Ma Indiana Min Iowa Min Kansas Kentucky Louisiana No coating required Michigan Minnesota Missouri Min Montana Nebraska Nevada New Meico New York North Carolina North Dakota Ohio Oklahoma Pennsylvania South Carolina South Dakota Tennessee Teas Utah Virginia Washington West Virginia Min Wisconsin Wyoming Based on NC^2 March 2009 Glenn Eder presentation
13 Dowel bar size and dowel basket height to center of dowel Pavement Thickness > > >12 Dowel Bar Diameter 1 1¼ 1½ 1 ½ Height to center of dowel 3¼ 4½ 5 6 ½
14 Cost savings Although difficult to quantify, savings would be there Fabrication will be simplified knowing the frames could be supplied to many different DOTs Reduced lead time needed to supply baskets to projects Although DOTs don t see it directly, when projects get delayed baskets that are being stored outside in manufacturer s yards could be shipped to other projects reducing the time they sit in the yard which may be degrading the epoy coating Standardizing the epoy coating thickness will show cost savings as risk of sending the wrong dowels to the wrong projects should decrease and costs at the plants where epoy coating is placed can be streamlined if they do not have to modify options to adjust for varying coating thicknesses
15 Future discussion points Dowel bar length Individual DOT decision Dowel basket length Individual DOT decision Dowel basket anchoring methods and materials We should recommend the industry work with the manufacturer s to develop and propose the best systems for DOT s to ensure baskets are sufficiently anchored into the underlying material Lubrication material used as bond breaker on dowels Several states are allowing the baskets to be pre-coated prior to shipment with Tectyl 506 which eliminates a construction operation Consideration of the value of the Tectyl material protecting the epoy coating from nicks caused by handling and placement and ultraviolet eposure to the elements (UV rays) during outdoor storage We should recommend the industry show us the benefits of precoating the dowel bars with a Tectyl type material
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