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422 x 5'-6" <br />2'-3"3'-9"3'-9"1'-0"3'-6"1'-0" 421 x 9'-9" <br /> 433 x 5'-11" <br />2'-4"1'-4"1'-4"1'-2"3'-7"1'-2" 432 x 5'-0" <br /> 444 x 8'-2" <br />3'-7"1'-8"1'-8"2'-11"2'-4"2'-11" 443 x 6'-11" <br /> BAR BENDING DETAILS <br />No Scale <br /> 455 x 5'-8" <br />2'-3"2'-4"2'-4"1'-1"3'-6"1'-1" 454 x 6-11" <br /> 466 x 5'-2" <br />2'-3"1'-1"1'-1"10"3'-6"10" 465 x 4'-5" <br /> 477 x 5'-0" <br />3'-6"1'-1"1'-1" 475 x 5'-8" <br /> 478 x 4'-11" <br />2'-3"1'-1"1'-1"1'-4"2'-3"1'-4"476 x 4'-5" <br />3'-6"9"9"145Total #5 <br />EPOXY COATED REINFORCING STEEL <br />Mark Bars <br />Size or No. of Length Weight <br />(lbs) <br />Total #4 122 <br />PIER NO. 2 <br />422 5'-6"12 <br />267Total E.C. Reinforcing Steel <br />CONCRETE <br />Class "A" in Substructure <br />MISCELLANEOUS <br />4.8 Cys. <br /> BILL OF MATERIALS <br />421 9'-9"12 <br />13#5 10'-8" <br />89Total #5 <br />EPOXY COATED REINFORCING STEEL <br />Mark Bars <br />Size or No. of Length Weight <br />(lbs) <br />Total #4 87 <br />PIER NO. 3 <br />433 5'-11"12 <br />176Total E.C. Reinforcing Steel <br />CONCRETE <br />Class "A" in Substructure <br />MISCELLANEOUS <br />2.3 Cys. <br /> BILL OF MATERIALS <br />432 5'-0"12 <br />8#5 10'-8" <br />145Total #5 <br />EPOXY COATED REINFORCING STEEL <br />Mark Bars <br />Size or No. of Length Weight <br />(lbs) <br />Total #4 120 <br />PIER NO. 4 <br />444 8'-2"12 <br />265Total E.C. Reinforcing Steel <br />CONCRETE <br />Class "A" in Substructure <br />MISCELLANEOUS <br />4.8 Cys. <br /> BILL OF MATERIALS <br />443 6'-11"12 <br />13#5 10'-8" <br />100Total #5 <br />EPOXY COATED REINFORCING STEEL <br />Mark Bars <br />Size or No. of Length Weight <br />(lbs) <br />Total #4 100 <br />PIER NO. 5 <br />455 5'-8"12 <br />200Total E.C. Reinforcing Steel <br />CONCRETE <br />Class "A" in Substructure <br />MISCELLANEOUS <br />3.3 Cys. <br /> BILL OF MATERIALS <br />454 6'-11"12 <br />9#5 10'-8" <br />89Total #5 <br />EPOXY COATED REINFORCING STEEL <br />Mark Bars <br />Size or No. of Length Weight <br />(lbs) <br />Total #4 76 <br />PIER NO. 6 <br />466 5'-2"12 <br />165Total E.C. Reinforcing Steel <br />CONCRETE <br />Class "A" in Substructure <br />MISCELLANEOUS <br />1.6 Cys. <br /> BILL OF MATERIALS <br />465 4'-5"12 <br />8#5 10'-8" <br />108Total #5 <br />EPOXY COATED REINFORCING STEEL <br />Mark Bars <br />Size or No. of Length Weight <br />(lbs) <br />Total #4 94 <br />PIER NO. 7 <br />476 4'-5"8 <br />202Total E.C. Reinforcing Steel <br />CONCRETE <br />Class "A" in Substructure <br />MISCELLANEOUS <br />1.8 Cys. <br /> BILL OF MATERIALS <br />475 5'-8"6 <br />8#5 10'-8" <br />Field Drilled Hole in Concrete 48 Each <br />478 4'-11"6 <br />477 5'-0"8 <br />4#5 4'-8" <br />Fixed Shoe "A"4 Each <br />Bearing Assembly, Elastomeric 4 Each <br />Field Drilled Hole in Concrete 48 Each <br />Fixed Shoe "A"4 Each <br />Bearing Assembly, Elastomeric 4 Each <br />Field Drilled Hole in Concrete 48 Each <br />Fixed Shoe "A"4 Each <br />Bearing Assembly, Elastomeric 4 Each <br />Field Drilled Hole in Concrete 48 Each <br />Fixed Shoe "A"4 Each <br />Bearing Assembly, Elastomeric 2 Each <br />Field Drilled Hole in Concrete 48 Each <br />Fixed Shoe "A"2 Each <br />Bearing Assembly, Elastomeric 2 Each <br />Field Drilled Hole in Concrete 48 Each <br />Fixed Shoe "A"2 Each <br />Bearing Assembly, Elastomeric 4 Each <br />14 Lft.14 Lft.14 Lft. <br />14 Lft. <br />14 Lft.14 Lft. <br />Pneumatically Placed Mortar *210 Sft.Pneumatically Placed Mortar *210 Sft. <br />Pneumatically Placed Mortar *210 Sft. <br />Pneumatically Placed Mortar *210 Sft.Pneumatically Placed Mortar *210 Sft.Pneumatically Placed Mortar *210 Sft. <br />Bridge Expansion Joint, PCF Bridge Expansion Joint, PCF Bridge Expansion Joint, PCF <br />Bridge Expansion Joint, PCF Bridge Expansion Joint, PCF <br />Bridge Expansion Joint, PCF <br />* Undistributed Quantity <br />Epoxy Injected Crack Repair *50 Lft. <br />* Undistributed Quantity <br />Epoxy Injected Crack Repair *50 Lft. <br />* Undistributed Quantity <br />Epoxy Injected Crack Repair *50 Lft. <br />* Undistributed Quantity <br />Epoxy Injected Crack Repair *50 Lft. <br />* Undistributed Quantity <br />Epoxy Injected Crack Repair *50 Lft. <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 />18 39 <br />1401811 <br />PIER 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\Piers.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 Pier Details, see sheets 12-17. <br /> NOTES: