HR BAR / P16 CONCRETE ABUTMENT / SS BAR / BAR HOLE AND CENTERED ON THE HOLE DEPTH / BAR NORMAL OR SKEW / FIRST POST OFF BRIDGE / GUARDRAIL TRANSITION IS APPROPRIATE FOR CONNECTION TO GUARDRAIL ON BRIDGE / THREAD BAR / BS BARS EB BAR / BARS SPA / MAX BARS SPA / DEFORMED ANCHOR BAR / P14 CONCRETE ABUTMENT / BRIDGE CURB DETAILS SHEET BARRIER/CURB REINFORCING TYPICAL SECTION / BRIDGE W= D= SUB-SECTION / P17 CONCRETE ABUTMENT / PP2 REINFORCED CONCRETE PIER / BRIDGE APPROACH GUARDRAIL NOTE TO BEAM FABRICATOR / SQUARE NOSE / P15 CONCRETE ABUTMENT / BAR CODE NO. / ABUTMENT FOOTING-RANGE / GLUE SHALL BE AN APPROVED CONSTRUCTION VT BAR / EB BAR / EQUAL SPA / VT BAR / ONE SET INSIDE THE OTHER LAST POST ON BRIDGE / P13 CONCRETE ABUTMENT / /
Organization
B-B ENGINEERING DIVISION / WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS / WEST VIRGINIA DEPARTMENT OF TRANSPORTATION / LENGTH DIVISION OF HIGHWAYS ENGINEERING DIVISION STRENGTH POST-TENSIONING RODS / OR PL / DIVISION OF HIGHWAYS ENGINEERING DIVISION / IN PL / /
Person
SKEW DESIGNED / MAX B / MAX SKEW / FORWARD SKEW / MIN LENGTH / /
Position
DIRECTOR / ENGINEERING DIVISION / DIRECTOR / ENGINEERING DIVISION NOTES / CONTRACTOR / DESIGNER / DIRECTOR / ENGINEERING DIVISION / CONCRETE ABUTMENT BRIDGE SEAT DETAILS-RT / DRAWN BR-T2 GLULAM TIMBER SUPERSTRUCTURE PLAN-GENERAL / DIRECTOR ENGINEERING DIVISION / DIRECTOR OF ENGINEERING DIVISION / CONCRETE PIER LAYOUT BR-2A GENERAL / REPRESENTATIVE / TM/ DIRECTOR / ENGINEERING DIVISION / THB/ DIRECTOR / ENGINEERING DIVISION / ENGINEER / MARSHALL HOT ENGINEERING DIVISION / FORWARD / /
PROJECT NUMBERS DISTRICT STATE BR-1