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ELEVATION - ABUTMENT No. 1 <br />Scale: 3/4" = 1'-0" <br /> PROPOSED SECTION - "B1" <br />Scale: 3/4" = 1'-0" <br /> PLAN - ABUTMENT No. 1 <br />Scale: 3/4" = 1'-0" <br />El. 678.446 <br />℄ Brg. Abutment No. 1 <br />Sta. 10+69.43 "PR-CLT2" <br />℄ Brg. <br />22'-1" <br />9'-6 1/8" <br />6'-4 1/8"8'-2 7/8" <br />9'-6 3/4"3'-0 1/8"2'-0"Mudwall1'-4 1/2"1'-4 1/2"2'-9"El. 682.00 <br />El. 679.85 <br />4'-4"3'-2" <br />14'-7" <br />1'-4 1/2"1'-4 1/2" <br />℄ Brg. <br />2'-0"2'-9"6"℄ Brg. Bent No. 16"401 <br />#5 <br />#5 402 <br />Elev. 682.19 <br />Elev. 678.446 <br />3" Clr. <br />Btm. Bent <br />Elev. Unknown <br />9'-6 3/4"9'-6 1/8" <br />19'-0 7/8" <br />Elev. 682.00 <br />El. 677.946 <br />Elev. 681.50 <br />20-401 <br />16-402 <br />Line "PR-CLT2" <br />#5 x 18'-8" <br />#5x14'-3" <br />B1 <br />B1 <br />3-#5 x 18'-8" <br />4-#5x14'-3" <br />3" Clr.3" Clr.15 Spa. @ 12" Max. = 14'-1" (Spacing for 402) <br /> 402 x 3'-9" <br />1'-6"9"9"2'-3"9"401 x 3'-0" <br /> BILL OF MATERIALS <br />BENT No. 1 <br />Mass <br />(lbs.) <br />No. ofSize or <br />BarsMark <br />EPOXY COATED REINFORCING STEEL <br />Length <br />MISCELLANEOUS <br />Total Reinforcing <br />CONCRETE <br />198 <br />Concrete "A" Substructure 1.6 Cys. <br />Total #5 <br />80 <br />20 <br />118 <br />3'-0"401 <br />Total #4 <br />#5 3 18'-8" <br />16 3'-9"402 <br />401 <br />402 Field Drilled Holes in Concrete 72 Ea. <br />Fixed Shoe "A"4 Ea. <br />Bridge Expansion Joint, PCF 14 Lft. <br /> BAR BENDING DETAILS <br />No Scale <br />Embedded Bar 6" into Field Drilled <br />Holes in Concrete with an Approved <br />Anchor System <br />(Minimum Pullout=36 kips) <br />Embedded Bar 6" into Field Drilled <br />Holes in Concrete with an Approved <br />Anchor System <br />(Minimum Pullout=36 kips) <br />1'-4 1/2"1'-4 1/2" <br />Field Drilled Holes <br />19 Spaces @ 12" Max. = 18'-8 7/8" (Spacing for 401)3"3" <br />Sta. 10+66.05 "PR-CLT2" <br />#5 4 14'-3" <br />Elev. 682.19 <br />Pneumatically Placed Mortar *210 Sft. <br />* Undistributed Quantity <br />Epoxy Injected Crack Repair *50 Lft. <br />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 />10 39 <br />1401811 <br />BENT NO. 1 DETAILS <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\Bents 1 & 8.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 />For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01. <br />For General Notes, see sheet 6. <br />For Additional End Bent Details, see sheets 9 & 11. <br /> NOTES: