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SDD 9c4 Concrete Base Bolt Repair

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4" 2" 5 " AS REQUIRED DIAMETER GOOD BOLT DAMAGED BOLT 2" 4" BOLT STUD CONCRETE BASE CONCRETE BASE COUPLING BOLT REINFORCING ROD. REPAIRED THAT THE COUPLING CANNOT BE INSTALLED, CUT OFF THE IN THE EVENT THAT A REINFORCING ROD IS SO CLOSE TO A BOLT BEING SAW OFF THE CONTRACT. THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON BOLT REPAIR IS COMPLETE. REPLACE CONCRETE AFTER REMOVE EXISTING CONCRETE. CONCRETE NEW BOLT STUDS SHALL BE THREADED ALONG THEIR ENTIRE LENGTH. SPECIFICATIONS. CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 501 OF THE STANDARD REMOVED FOR BOLT REPAIR. A FORM SHALL BE USED WHEN REPLACING THE CONCRETE THAT WAS OF THE CONCRETE BASE. AND BE LARGE ENOUGH TO COMPLETELY COVER THE OPENING IN THE SIDE THE CURVATURE OF THE FORM SHALL CONFORM TO THE BASE DIAMETER THREADS ON BOLTS SHALL BE MANUFACTURED WITH SUFFICIENT ALLOWANCE FOR THE COATINGS TO PERMIT NUTS TO RUN FREELY ON THE THREADS. 1" - 8 THREADS PER INCH " - 10 THREADS PER INCH " - 11 THREADS PER INCH ALL THREADING SHALL BE STANDARD UNIFIED NATIONAL COARSE SERIES WITH- CONCRETE BASE BOLT REPAIR STEP 1 SECTION VIEW BOLT COUPLING BOLT STUD SECTION VIEW GENERAL NOTES DEPARTMENT OF TRANSPORTATION STATE OF WISCONSIN APPROVED DATE FHWA 6 6 BOLT REPAIR CONCRETE BASE S. D. D. 9 C 4- 4 STATE ELECTRICAL ENGINEER S . D . D . 9 C 4 - 4 STEP 2 SECTION VIEW BOLT COUPLINGS AND BOLT STUDS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR GRADE 55 ANCHOR BOLTS IN THE STANDARD SPECIFICATIONS. FOR ANCHOR RODS IN SUBSECTION 654.2.1 FOR GRADE 105 ANCHOR BOLTS AND 641.2.2 Sept. 2014 /S/ Ahmet Demirbilek SDD 9C4 Concrete Base Bolt Repair
Transcript
Page 1: SDD 9c4 Concrete Base Bolt Repair

4"

2"

5 �"

AS REQUIRED

DIAMETERGOOD BOLT

DAMAGED BOLT

2"

4"

BOLT STUD

CONCRETE BASE

CONCRETE BASE

COUPLING

BOLT

REINFORCING ROD.

REPAIRED THAT THE COUPLING CANNOT BE INSTALLED, CUT OFF THE

IN THE EVENT THAT A REINFORCING ROD IS SO CLOSE TO A BOLT BEING

SAW OFF

THE CONTRACT.

THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON

BOLT REPAIR IS COMPLETE.

REPLACE CONCRETE AFTER

REMOVE EXISTING CONCRETE.

CONCRETE

NEW

BOLT STUDS SHALL BE THREADED ALONG THEIR ENTIRE LENGTH.

SPECIFICATIONS.

CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 501 OF THE STANDARD

REMOVED FOR BOLT REPAIR.

A FORM SHALL BE USED WHEN REPLACING THE CONCRETE THAT WAS

OF THE CONCRETE BASE.

AND BE LARGE ENOUGH TO COMPLETELY COVER THE OPENING IN THE SIDE

THE CURVATURE OF THE FORM SHALL CONFORM TO THE BASE DIAMETER

THREADS ON BOLTS SHALL BE MANUFACTURED WITH SUFFICIENT ALLOWANCE

FOR THE COATINGS TO PERMIT NUTS TO RUN FREELY ON THE THREADS.1" - 8 THREADS PER INCH

�" - 10 THREADS PER INCH

�" - 11 THREADS PER INCH

ALL THREADING SHALL BE STANDARD

UNIFIED NATIONAL COARSE SERIES WITH-

CONCRETE BASE BOLT REPAIR

STEP 1

SECTION VIEW

BOLT COUPLING BOLT STUD

SECTION VIEW

GENERAL NOTES

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

BOLT REPAIR

CONCRETE BASES.D.D. 9

C

4-4

STATE ELECTRICAL ENGINEER

S.D.D. 9

C

4-4

STEP 2

SECTION VIEW

BOLT COUPLINGS AND BOLT STUDS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS

FOR GRADE 55 ANCHOR BOLTS IN THE STANDARD SPECIFICATIONS.

FOR ANCHOR RODS IN SUBSECTION 654.2.1 FOR GRADE 105 ANCHOR BOLTS AND 641.2.2

Sept. 2014 /S/ Ahmet Demirbilek

SDD 9C4 Concrete Base Bolt Repair

dotwds
Rectangle
dotwds
Typewritten Text
531.2.2
Page 2: SDD 9c4 Concrete Base Bolt Repair

Version 4 Standard Detail Drawing 9C4 September 19, 2014

Concrete Base Bolt Repair

References:

NONE

Bid items associated with this drawing:

ITEM NUMBER DESCRIPTION UNIT

NONE

Standardized Special Provisions associated with this drawing:

STSP NUMBER TITLE

NONE

Other SDDs associated with this drawing:

NONE

Design Notes:

NONE

Contact Person:

Ahmet Demirbilek (414) 220-6801


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