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DESIGNED: <br />CHECKED: <br />DRAWN: <br />CHECKED: <br />RECOMMENDED <br />FOR APPROVAL <br />DESIGN ENGINEER DATE <br />SHEETS <br />of <br />VERTICAL SCALE <br />HORIZONTAL SCALE <br />CONTRACT <br />BRIDGE FILE <br />PROJECT <br />DESIGNATION <br />SURVEY BOOKCJDDJZ <br />BSF CJD <br />AS NOTED <br />AS NOTED <br />- <br />1401811 <br />- <br />R-38065 <br />38 39 <br />1401811 <br />SCREED TABLE <br />COAL LINE TRAIL OVER ST. JOSEPH RIVER <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION <br />File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Screeds.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br /> NOTES: <br /> For Additional Screed Details, See Sheets 36 & 37. <br /> PROCEDURE AND NOTES: <br />After the beams are set and prior to setting the deck forms, <br />take elevations at all screed points on top of the beams. Enter <br />these elevations in the table. Subtract these elevations from <br />the tabulated elevations and use the resulting dimensions as <br />the height for setting screed forms above these points. These <br />dimensions remain constant regardless of how much or in <br />what order the concrete is poured. <br />DO NOT SET SCREED FORMS BY LEVELING. <br />Formwork for the floor slab shall not be set until the above <br />operations are completed and are to be approved by the <br />ENGINEER. <br />Screed elevations as shown in the table are calculated based <br />on a deadload deflection of zero. <br />1. <br />2. <br />3. <br />4.