Jean Tessmer-HI
REGISTERED
Under the ADA 2010 - 405.2 and 402.3 are recommendation for lower slopes for ramps and cross slopes.
Recommendations: Providing the least possible slope below the 1:12 (8.33%) maximum offers better usability for a wider range of users. Specifying a running
slope of 7.5% maximum and a cross slope of 1.5% maximum for exterior ramps will accommodate most irregularities or variances due to construction methods
or materials according to a study sponsored by the Board (“Dimensional Tolerances in Construction and for Surface Accessibility” by David Kent Ballast.)
I am posting this to remind designers that without the tolerances stated above the ramps and cross slopes will generally fail especially when the designers land lock the slope and don't allow at least an additional 15% added ramp length to accommodate the known variables listed above. As designers you are not safe just saying 1:12 (8.33%) because the recommendation above is saying that you need to give more than 1/120 inch tolerance so the contractor has a prayer of building the ramp to meet compliance. I personally recommend 7.25% for the 8.33%, 4% for the 5% slope, and 1.3% for the cross slope. These are final forms layout using flat work techniques for very experienced concrete contractors. I hope this helps. Concrete contractors may also want to check the plans before they bid ADA work to make sure the tolerances will allow the ramps or sloped surfaces to be buildable to construction industry standards with a slight tweak in technics. Thanks to all the hardworking men and women working to construct, provide and support individuals with disabilities with functional usable of sites and facilities. Remember 1/8 of an inch = 1 percent slope.
Recommendations: Providing the least possible slope below the 1:12 (8.33%) maximum offers better usability for a wider range of users. Specifying a running
slope of 7.5% maximum and a cross slope of 1.5% maximum for exterior ramps will accommodate most irregularities or variances due to construction methods
or materials according to a study sponsored by the Board (“Dimensional Tolerances in Construction and for Surface Accessibility” by David Kent Ballast.)
I am posting this to remind designers that without the tolerances stated above the ramps and cross slopes will generally fail especially when the designers land lock the slope and don't allow at least an additional 15% added ramp length to accommodate the known variables listed above. As designers you are not safe just saying 1:12 (8.33%) because the recommendation above is saying that you need to give more than 1/120 inch tolerance so the contractor has a prayer of building the ramp to meet compliance. I personally recommend 7.25% for the 8.33%, 4% for the 5% slope, and 1.3% for the cross slope. These are final forms layout using flat work techniques for very experienced concrete contractors. I hope this helps. Concrete contractors may also want to check the plans before they bid ADA work to make sure the tolerances will allow the ramps or sloped surfaces to be buildable to construction industry standards with a slight tweak in technics. Thanks to all the hardworking men and women working to construct, provide and support individuals with disabilities with functional usable of sites and facilities. Remember 1/8 of an inch = 1 percent slope.