REIE686,Checklist

7/24/2019 REIE686,Checklist

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4.1 Machinery Installation PregroutSetup Checklist

INITIALS/DATE Anchor Bolt Preparation

______ ______ 3.5.2 Anchor bolt sleeves are clean

and dry and filled with a non-

bonding moldable material.

______ ______ 3.5.2 Anchor bolts are not tilted orbolt-bound and are perpen-

dicular with respect to the

bottom of the baseplate/

soleplate.

______ ______ 3.5.3 Foundation anchor boltthreads are undamaged.

______ ______ 3.5.3 Foundation anchor boltthreads have been wrapped

with duct tape for protection.

______ ______ 3.5.4 All anchor bolt locations and

projections have been veri-

fied.

Foundation Preparation

______ ______ 3.6.1 An adequate weather-protec-tive cover has been con-

structed over the areas to be

grouted.

______ ______ 3.6.2 Concrete foundation is

roughened up and all laitance

removed for a good grout

bond.

______ ______ 3.6.2 The minimum grout thick-ness under any portion of the

baseplate/soleplate will be

2550 millimeters (12

inches).

______ ______ 3.6.2 Foundation is free of struc-tural cracks.

______ ______ 3.6.3 All grout forms have beenprovided with 25-millimeter

(1-inch) 45-degree chamfer

strips at vertical corners and

horizontal edges.

______ ______ 3.6.4 Concrete grout areas are

clean and free of oil, dust,

and moisture.

INITIALS/DATE Grout Forms

______ ______ 3.7.1 Grout forms are of adequatestrength to support the grout.

______ ______ 3.7.3 Inside surfaces of grout havethree coats of paste wax ap-

plied.

______ ______ 3.7.4 Grout forms have been

sealed to the foundation to

prevent leaks.

______ ______ 3.7.5 Grout forms have 25-mil-

limeter (1-inch), 45-degreechamfer strips at all vertical

corners and at the horizontal

surface of the grout.

Mounting Plate DesignVerification

______ ______ 3.8.2 Baseplate/soleplate has 50-millimeter (2-inch) minimum

radiused corners.

______ ______ 3.8.3 Anchor bolts have 3-mil-

limeter (1/8-inch) annular

clearance in baseplate orsoleplate holes.

______ ______ 3.8.4 All pump and other smallbaseplates have been pro-

vided with vertical leveling

screws.

______ ______ 3.8.5 Baseplates have been pro-vided with one 10-centimeter

(4-inch) minimum grout fill-

ing hole in the center of each

bulkhead section and one 12-

millimeter (1/2-inch) vent

hole.

______ ______ 3.8.6 Baseplates have sufficient

grout and air vent holes in

each compartment to allow

for proper grouting.

______ ______ 3.8.7 Elevation adjustment nutswill not be permanently

grouted.

______ ______ 3.8.8 Baseplate leveling jack-screws have been provided

with stainless steel leveling

pads.

Section 4Grouting Checklists

RECOMMENDEDPRACTICES FORMACHINERYINSTALLATION ANDINSTALLATIONDESIGN, CHAPTER5 5-9


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5-10 API RECOMMENDEDPRACTICE686/PIP REIE 686

INITIALS/DATE Mounting Plate Design

Verification (continued)

______ ______ 3.8.9 Baseplate welds are continu-

ous and free of cracks.

______ ______ 3.8.10 All grout pour and vent holesare accessible.

Mounting Plate Preparation

______ ______ 3.9.1.1 Baseplate/soleplate has been

blasted and all grouting sur-

faces prepared in accordance

with the grout manufac-

turers recommendations.

______ ______ 3.9.1.2 Three coats of paste waxhave been applied to all sur-

faces where grout bond is not

desired. These surfaces in-

clude jackscrews, grout

forms, and coupling guard

bolts.

______ ______ 3.9.1.3 All miscellaneous mountingplate holes are plugged to

prevent the entrance of grout.

______ ______ 3.9.1.4 Equipment to be grouted is

isolated and in a strain-free

condition with all piping,conduit, and so forth, discon-

nected.

Expansion Joints

______ ______ 3.9.2.1 Expansion joints placed on1.4- to 2.8-meter (4- to 6-

foot) intervals.

______ ______ 3.9.2.2 Expansion joints fixed intoposition such that they will

not move when grout is

poured.

Soleplate Installation and

Leveling

______ ______ 3.9.3.1 The elevation to the top of

equipment baseplate or sole-

plate referenced to the civil

benchmark is in agreement

with the construction grout

drawing.

______ ______ 3.9.3.7 All shims used in subsole-plates are AISI Standard type

300 stainless steel.

INITIALS/DATE Soleplate Installation andLeveling (continued)

______ ______ 3.9.3.9 All machined baseplate orsoleplate surfaces are level in

accordance with the specifi-

cation, and signed-off Data

Sheets for level record have

been completed.

Baseplate and Installation

Leveling API 610 and ASMEPumps, and General PurposeEquipment

______ ______ 3.9.4.1 All baseplate elevations setin accordance with the con-

struction drawings.

______ ______ 3.9.4.2 A preliminary equipment

alignment check has been

made.

______ ______ 1.9.4.5 All baseplate surfaces arelevel in accordance with the

specification, and signed-off

Data Sheets for level record

have been completed.

Pregrout Setup

______ ______ 3.12.1 All surfaces in contact withgrout are clean, dry, and oil

free.

______ ______ 3.12.2 Anchor bolt nuts have beensnugged into position to

prevent baseplate/soleplate

floating.

______ ______ 3.12.3 Anchor bolt sleeves havebeen filled with flexible mas-

tic material.

______ ______ 3.12.3 Top of anchor bolt sleeve has

been packed with a softmoldable material.

______ ______ 3.12.4 Grout form elevation agreeswith the construction draw-

ings.

______ ______ 3.12.8 Grouting material is in clean,dry, unopened containers and

has been stored at a tempera-

ture of approximately 21C

(75F) for 48 hours prior to

grouting.


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INITIALS/DATE Pregrout Setup (continued)

______ ______ 3.12.9 All foundation and metal sur-faces are within the tempera-

ture range of 1832C

(6590F).

______ ______ 3.12.10 Sufficient quantity of grout-ing materials are on hand at

the jobsite to complete the

job (1525 percent extra).

______ ______ 3.12.11 Clean tools, mixing equip-ment, and safety supplies are

on hand at the jobsite.

______ ______ 3.12.12 Material Safety Data Sheets

and personnel protection re-quirements have been re-

viewed with all grouting

personnel.

EQUIPMENT IDENTIFICATION NUMBER

GROUTING INSPECTOR DATE


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5-12 API RECOMMENDEDPRACTICE686/PIP REIE 686

INITIALS/DATE Mounting Plate Grouting

______ ______ Grout is placed within its pot life.Time at beginning of pour:

____________(AM) (PM).

Time at end of pour:

____________(AM) (PM).

______ ______ 3.14.2 No vibrator is used to facili-tate grout placement.

______ ______ 3.14.2 Grout pour rate is slowenough to permit air to es-

cape.

______ ______ 3.14.3 The grout volume used

agrees with the estimatedcavity volume.

______ ______ 3.14.4 No grout leaks are observed.

______ ______ 3.14.5 For special purpose equip-ment, a grout sample is ob-

tained for each batch mixture

(polystyrene cup full) for

compressive strength testing.

All samples are to be labeled

and their batch placement lo-

cation noted.

______ ______ 3.14.7 All grout surface air bubblesare removed.

______ ______ 3.14.9 Grout holes and vent holesfilled with grout.

______ ______ Ambient temperature at end of groutpour ______C (F).

4.2 Machinery Installation GroutPlacement Checklist

INITIALS/DATE

______ ______ Ambient temperature at beginning ofgrout pour ______C (F).

______ ______ Pre-grout meeting has been completedand all personnel understand the grout

plan and individual responsibilities.

Grout Mixing

______ ______ 3.13.2 Resin and hardener aremixed at 200250 rpm for

the specified time and no airentrainment is indicated.

______ ______ 3.13.3 Full bags of aggregate areslowly added to blended

resin/hardener liquid and

mixed to completely wet-out

the aggregate.

______ ______ 3.13.3 No partial units of epoxy,resins, hardener, or aggregate

used.

______ ______ 3.13.4 Grout mixed in a clean, slow-

speed (1520 rpm) portable

mortar mixer (or in a wheel-

barrow for small pours).




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4.3 Machinery Installation Post-Grouting

Checklist

INITIALS/DATE Post-Grouting Instructions

______ ______ 3.15.1 Grout is of sufficient hard-

ness to remove forms.

______ ______ 3.15.1 Grout forms remained in

place after grouting for

4836 hours.

______ ______ 3.15.3 Mounting plate jackscrewholes are filled with a flexi-

ble material such as RTV sil-

icone rubber.

______ ______ 3.15.4 Grout is checked for soft-ness with a dial indicator.

Baseplate/soleplate checked

for soft foot at each anchor

bolt location with a magnetic

base dial indicator as anchor

bolts are torqued. Base

movement does not exceed

0.02 millimeter (0.001 inch).

______ ______ 3.15.5 Expansion joints sealed withelastic epoxy seam sealant.

______ ______ 3.15.6 Top of machinery foundationpainted with a grout-compat-

ible nonskid protective coat-

ing.

______ ______ 3.15.7 Lubricate all anchor boltthreads liberally and torque

anchor bolts in accordance

with the manufacturers rec-

ommendations.

Anchor bolt size: ________________

Torque specification: _____________

Installed torque:_________________

______ ______ 3.15.8 Ensure that all anchor boltshave full penetration of the

anchor bolt nut and a mini-

mum of 21/2 threads protrude

above the anchor bolt nut.

INITIALS/DATE Filling Grout Voids

______ ______ 3.16.1 Baseplate sounded forvoids and all voids repaired.

Indicate number of voids

found, their size, and their lo-

cation: __________.

______ ______ 3.16.2 Void areas have NPT 1/8holes installed in opposite

corners of void with grease

fitting installed in one of the

holes.

______ ______ 3.16.3 Grout void fill and vent holesare in communication.

______ ______ 3.16.3 Dial indicator used onmounting plate to monitor

plate movement while filling

grout void.

______ ______ 3.16.4 All spilled grout is cleaned

up with manufacturers ap-

proved solvent.

______ ______ 3.16.5 Recheck baseplate to ensurethat all voids are filled with

grout.



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