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ELEVATION - ABUTMENT No. 8 <br />Scale: 3/4" = 1'-0" <br />Bottom Bent Elev. <br />Unknown <br /> PLAN - ABUTMENT No. 8 <br />Scale: 3/4" = 1'-0" <br />℄ Brg.2'-0"Mudwall℄ Brg. Abutment No. 8 <br />Sta. 13+99.70 "PR-CLT2"3'-6"1'-9"1'-9"9'-4 1/8"9'-3 7/8" <br />8'-1"8'-1" <br />16'-2" <br />El. 679.25 <br />El. 682.24 <br />El. 678.96 <br />27'-4" <br />4'-3 7/8"4'-4 1/8" <br />5'-7"5'-7" <br /> BAR BENDING DETAILS <br />No Scale <br /> 482 x 5'-0" <br />1'-6"10"10"3'-0"1'-0"481 x 3'-2" <br /> 483 x 6'-0" <br />3'-0"1'-6"Scale: 3/4" = 1'-0" <br />PROPOSED SECTION - "B8" <br />2'-0"3'-6" <br />Btm. Bent <br />Elev. Unknown <br />Elev. 677.350 (Interior) <br />Elev. 676.850 (Exterior) <br />℄ Brg. Bent No. 8 <br />#5 <br />483 (Interior) <br />482 (Exterior) <br />3" Clr. <br />1'-9" <br />Elev. 682.43#5 <br />481 <br />Field Drilled Holes <br />El. 676.850 <br />20-481 <br />#5 x 18'-4" <br />#5x15'-10" <br />#5x4'-8" <br />6-483 <br />14-482 <br />3"6 Spa. @ 12" = 5'-1"6"5 Spa. @ 12" Max = 4'-6" <br />5'-0"5'-7" <br />3"6 Spa. @ 12" = 5'-1"6" <br />Field Drilled Holes <br />5'-7" <br />Field Drilled Holes <br />5'-7"2'-6"5'-7"2'-6" <br />481 <br />14- 482 <br />6-483 <br />4-#5 x 15'-10"4-#5 x 4'-8" <br /> BILL OF MATERIALS <br />BENT No. 8 <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 />255 <br />Concrete "A" Substructure 2.9 Cys. <br />Total #5 <br />113 <br />20 <br />142 <br />3'-2"481 <br />Total #4 <br />#5 18'-4"3 <br />#5 4 15'-10" <br />14 5'-0"482 <br />6 6'-0"483 <br />3"19 Spa. @ 12" Max. = 18'-2" (481 in Mudwall)3" <br />3-#5 x 18'-4" <br />Field Drilled Holes in Concrete 80 Ea. <br />Bearing Assembly Elastomeric 4 Ea. <br />Bridge Expansion Joint, PCF 14 Lft. <br />B8 <br />B8 <br />El. 676.03 <br />El. 681.74 <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 />El. 677.350 <br />El. 682.24 <br />El. 682.43 <br />9'-4 1/8"9'-3 7/8" <br />18'-8" <br />Spacing for 482 & 483 1'-0"1'-6"#5 4 4'-8" <br />Field Drilled Holes <br />Sta. 14+03.40 "PR-CLT2" <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 />11 39 <br />1401811 <br />BENT NO. 8 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 9-10. <br /> NOTES: