W9127N24R0001 TRGR Draft 100 Percent Specifications 4b.pdf

they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the

EO

is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular

A19-11

DRAFT d ind i

(ii)).(ii)).

0% d/gov/gov eded forded fo icationcation thehe

Rev iew im of, of, Additionddition r protecprote erer rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers.

indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average

A19-12

DRAFTon. 07on. 0 otiatedtiate lingling

0% ber or der or mbers Lobers L n interinter

Rev iew on aa e surveysurvey reviativiati rvey forvey fo ple wople wo rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

A19-13

DRAFT

ty rty wever, wever, s union union indicaindic

. OH in. OH in is is ersrs under under ate e

Rev iew survrv der thader tha nd remand rema

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

A19-14

DRAFT

y pry p not satnot sa hould bould to any to any cribed cribed nstrnstr

0% ial cal c hould beould b ational tional ograra

Rev iew forth orth cation ation onon

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

A19-15

DRAFT ==========

OF GENEOF GEN

0% b enue,nue

210210

Administdminist

Rev iew not t the Admihe Admi s Board)oard) oardoard oror

NN

Klickitat County, Washington Wage Determination

General Decision Number: WA20230050 01/06/2023

Superseded General Decision Number: WA20220050

State: Washington

Construction Type: Heavy including water and sewer line construction

County: Klickitat County in Washington.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 |into on or after January 30, | generally applies to the |2022, or the contract is | contract.

|renewed or extended (e.g., an |. The contractor must pay |option is exercised) on or | all covered workers at |after January 30, 2022: | least $16.20 per hour (or | | the applicable wage rate

A19-16

DRAFT

tot forth forth ract is act is afteafte

0%

140264 utive Ortive O the fedthe fed on Act n Act thethe

Rev iew r/wate/wate

Bacon Aacon A cable mcable oro

| | listed on this wage | | determination, if it is | | higher) for all hours | | spent performing on the | | contract in 2023.

|If the contract was awarded on|. Executive Order 13658 |or between January 1, 2015 and| generally applies to the |January 29, 2022, and the | contract.

|contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least |30, 2022: | $12.15 per hour (or the | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | hours spent performing on | | that contract in 2023.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a

A19-17

DRAFT

| cov | co

Rev iew Ordede lly applly appl ntract. ract.

The coThe co conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2023

CARP0003-005 06/01/2022

Rates Fringes

MILLWRIGHT.......................$ 50.24 19.21

Zone Differential (Add up Zone 1 rates):

Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00

BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND

VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.)

ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60

A19-18

DRAFT

A, LA,

All All z, Wahk, Wahk

#1707 #1707

ProjectProjec

ONGVGV

tes):tes):

miles of the respective city of the above mentioned cities.

ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities

ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities

ELEC0048-004 01/01/2022

Rates Fringes

ELECTRICIAN......................$ 53.85 26.54

HOURLY ZONE PAY:

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria

Zone Pay:

Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour

*These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus.

ENGI0701-008 01/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR

A19-19

DRAFTes, Hoes, H

0 miles0 miles 70 mile70 mil 0 mi0 mi id on joid on j the citthe cit

Rev

.85 85

GROUP 1.....................$ 41.65 14.35

GROUP 1A....................$ 43.73 14.35

GROUP 1B....................$ 45.82 14.35

GROUP 2.....................$ 39.74 14.35

GROUP 3.....................$ 38.59 14.35

GROUP 4.....................$ 37.51 14.35

GROUP 5.....................$ 36.27 14.35

GROUP 6.....................$ 33.05 14.35

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

Group 1 Concrete Batch Plan and or Wet mix three (3) units or more;

Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred

(200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments);

Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over;

Helicopter when used in erecting work

Group 1A Crane, floating two hundred fifty (250) ton and over;

Crane, two hundred (200) ton through two hundred ninety nine

(299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib;

Crane, tower Crane on rail system or 2nd tower or more in work radius

Group 1B

A19-20

DRAFT

WhirWhi ed in ed in ing twoing tw ed (200ed (20 witwit

0% a

9) ton w9) ton , insertinser one hunone hun nd withd with ley y

Rev iew

3) uu

(150) to150) to Crane,rane, y nine nine ess (iness (in ne, nine, ni

Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over

Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8') lateral cut and over; Auto

Grader or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic

Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton;

Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty

(50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton;

Crusher Plant; Excavator over one hundred thirty thousand

(130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs.

and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over;

Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size

Group 3

A19-21

DRAFT

threthr hrough hrough ing twong two insertinser ough eiough e t (150't (150 s); s);

0% overover , Floati, Float than onehan on

-five (five ( e (3(3

Rev iew Robob d twentytwenty atch Plah Pla ete Diate Di , Autom, Autom requirequi oo

Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.;

Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three

(3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs.

Group 4

Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine;

Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable-Plow

(any type); Cableway up to twenty five (25) ton; Cat Drill

(John Henry); Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;

Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred

(100) ton; Crane, Floating Clamshell, Dragline, etc.

Operator, under three (3) cu. yds. Or less than thirty

(30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under

A19-22

DRAFT

bs. bs.

y thouy tho y up toup t ippers;ippers;

CompactCompac oncroncr

0% t heel eel lbs. witbs. wi ring Macing Mac and d

Rev iewalt RotoRoto ateral ateral or; Baor; Ba tyty one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel-Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator;

Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade-all; Guardrail

Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self-unloading;

Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris);

Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;

Ultra High Pressure Water Jet Cutting Tool System Operator;

Vacuum Blasting Machine Operator; Water pulls, Water wagons

Group 5

Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man;

Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading

A19-23

DRAFT; Scra; Scr ; Strum Strum ce Heatce Hea

(50) H(50) H h and dh and

0% o ss ths th

; Piledr; Piled leaning,eaning, t TampeTampe

Rev iew Operer ick or k or two (2) wo (2) imilar tlar t Operatorerato verheaverhea anan

Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control;

Concrete, Combination Mixer and compressor operator, gunite work;

Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator;

Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less;

Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;

Concrete, Pumpcrete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback;

Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist;

Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber-tired type, less than twenty five thousand

(25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-

Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self-

Propelled;

Tractor, Rubber-Tired, fifty (50) HP flywheel and under;

Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc.

Group 6

A19-24

DRAFT

um; um;

nty thonty th pe (anye (any ype, lepe, l ment Grment Gr pe, caspe, ca

0% or lor l and (20,and (20 or Roboor Robo

Hydrdr

Rev iew oot t rete, Puete, Pu pe); Con; Con liftingiftin al Haulal Haul ane, Bane, B eses

Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck

Mounted Asphalt Spreader, with Screed; Auger Oiler;

Boatman; Bobcat, skid steed (less than one (1) yard);

Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing

Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher

Oiler;

Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator;

Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler;

Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger;

Roller grading (not asphalt); Truck, Crane Oiler-Driver

Zone Differential (add to Zone 1 rates):

Zone 2 - $3.00 Zone 3 - $6.00

For the following metropolitan counties: MULTNOMAH;

CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;

CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS

AS

INDICATED:

All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz

County, Washington except that portion of Cowlitz County in the

Mt.

A19-25

DRAFT

g metro metro

ION; WAON; W

OWLITZ OWLITZ

0%

CranCran

Zone 1 Zone 1

Rev iew ic SS c Pump Pump r; Plant; Plant hman, Moan, M --propelpropel ee

St. Helens ""Blast Zone"" shall receive Zone I pay for all classifications.

All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications.

For the following cities: ALBANY; BEND; COOS BAY; EUGENE;

GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG

All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.

All jobs or projects located more than 30 miles and less than

50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.

IRON0029-009 07/01/2020

Rates Fringes

IRONWORKER (Reinforcing and Structural)......................$ 39.10 29.75

LABO0335-002 06/01/2022

A19-26

DRAFT

espeesp hall rhall projectprojec city hcity h one IIIone II

0% t bove ove classificlassif cated moated mo ctiviv

Rev iewND; COOSCOOS

; ROSEBROSE

hin 30hin 30 meme

Rates Fringes

Laborers:

ZONE 1:

GROUP 2....................$ 38.76 13.80

GROUP 4....................$ 39.85 13.80

GROUP 5....................$ 34.75 13.80

LABORERS CLASSIFICATIONS

GROUP 2: Mason Tender-Cement/Concrete; Chipping Guns

GROUP 4: Grade Checker; Pipelayer

GROUP 5: Flagger

ZONE DIFFERENTIAL (Add to Zone Rates): ZONE 2 - $0.65

ZONE 3 - 1.15

ZONE 4 - 1.70

ZONE 5 - 2.75

ZONE 1: Projects within 30 miles of the respective city hall.

ZONE 2: More than 30 miles but less than 40 miles from the respective city hall.

ZONE 3: More than 40 miles but less than 50 miles from the respective city hall.

ZONE 4: More than 50 miles but less than 80 miles from the respective city hall.

ZONE 5: More than 80 miles from the respective city hall.

BASE POINTS: LONGVIEW AND VANCOUVER

LABO0335-010 06/01/2022

A19-27

DRAFT 0 m0 hall.all e than e than e city e city

30 miles0 mile ileses

Rev

: ZONE ZONE

Laborer, Mason Tender Brick......$ 37.98 13.80

PAIN0055-017 07/01/2022

Rates Fringes

PAINTER

Brush, Roller...............$ 28.41 14.50 Spray.......................$ 28.41 14.50

PLAS0555-005 07/01/2019

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 35.85 18.77

Zone Differential (Add To Zone 1 Rates):

Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00

BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,

SALEM, THE DALLES, VANCOUVER

ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall.

ZONE 3: More than 40 miles but less than 50 miles from the respective city hall.

ZONE 4: More than 50 miles but less than 80 miles from the respective city hall.

ZONE 5: More than 80 miles from the respective city hall

A19-28

DRAFT

ND, CORD, COR

LES, VAES, V

jects wjects w ore ore

0% e 1 Ratee 1 Rat Rev iew es s

35.8535.85

SUWA2009-041 08/07/2009

CARPENTER, Includes Form Work....$ 26.43 7.89

FENCE ERECTOR....................$ 15.00 ** 0.00

LABORER: Common or General......$ 20.96 5.50

LABORER: Landscape..............$ 14.67 ** 0.00

OPERATOR: Backhoe...............$ 27.03 8.20

OPERATOR: Bulldozer.............$ 27.22 6.80

OPERATOR: Loader................$ 26.31 8.20

OPERATOR: Mechanic..............$ 25.25 8.20

OPERATOR: Roller................$ 25.25 8.20

PIPEFITTER.......................$ 28.85 11.55

TRUCK DRIVER: Dump Truck........$ 19.33 5.81

TRUCK DRIVER: Water Truck.......$ 24.36 8.30

TRUCK DRIVER: 10 Yard Truck.....$ 24.61 8.34

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($16.20) or 13658 ($12.15). Please see the Note at the top of the wage determination for more information.

A19-29

DRAFT ruckruc er Trucr Truc

10 Yar10 Ya

0%

....$ 25..$ 2

.31 31

25.2525.25

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the

EO

is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification

A19-30

DRAFTrementsrement l.gov/al.gov/ assificassifi a familya famil

ee) who e) who , or stor st

Rev iew needed er (or pr (or p ll, injl, in eventieventi and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers.

indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

A19-31

DRAFTvailed vailed ich in ch in local ulocal able, iable, i xampxamp

0% a on classn clas ificatioficatio PLUM iPLUM i

Rev iew tion idion i racterracter

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A19-32

DRAFTre not re not nductedducte e Rate e Rate on(son(s

0% numbeumbe indicatindica ons and ns and

Rev iew hted aved av y rates.rates.

year of ar of based.based.

rr

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor

A19-33

DRAFT tioti d mattematt s of sus of su fice befice b

0% etermterm determideterm letter letter matteratter nal l

Rev iew

ALS PROS PRO

in the the inin

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

A19-34

DRAFTrativerativ epartmepartme

Constitonsti shingtoshingt isions isions

0% s ministraministr al direcl direc he Wagee Wage

Rev iewull statll stat ny inforinfo area prarea pr relevrelev

Operations & Maintenance Manual

JOHN DAY LOCK & DAM

TURBINE MAINTENANCE PLATFORM

Contract #W9127N-13-C-0003

Owner Department of the Army

Portland District, Corps of Engineers P. O. Box 2946

Portland, OR 97208-2946

General Contractor Skytek LLC

15908 NE 10th Avenue Ridgefield, WA 98642

360-597-0068 / 360-546-3268 Glenn Taggart, Project Manager

A20-1

DRAFT

anan

PortlaPor

AN

27N-127N-1

Owner Owner00epartment opartment District, Distric

O

Rev iewK & DA& D

NCE PNCE P

JOHN DAY LOCK & DAM

TURBINE MAINTENANCE PLATFORM

Contract #W9127N-13-C-003

Division Contractor/Supplier/Manufacturer

General Contractor Skytek LLC 15908 NE 10th Avenue Ridgefield, WA 98642 P: 360-597-0068 / F: 360-546-3268 Contact: Glenn Taggart

Div 05 14 00 – Welding Structural Aluminum Mohawk Metal Div 05 50 05 – Turbine Maintenance Platform 30011 Leghorn Lane

Eugene, OR 97402 P: 541-744-3838 / F: 541-744-8956 Contact: Larry Ermini

A20-2

DRAFT umum tformtform

0%

Rev iew

ContracContrac

May 14, 2014

Department of the Army Portland District, Corps of Engineers P. O. Box 2946 Portland, OR 97208-2946

Re: General Contractor Letter of Warranty John Day Lock & Dam Turbine Maintenance Platform Contract #: W9127N-13-C-0003

CLIN No 0001 - Turbine Maintenance Platform, Draft & Deliver CLIN No 0002 - Assembly Support

Skytek LLC does hereby warrant that for a period of one year from the date of substantial completion April 30, 2014, the above work will remain free from defects in workmanship and material, and that it will comply with all the specific requirements of the Specifications and other Contract Documents governing the work.

It is understood and agreed that in the event of defects and the necessity of making repairs, the Owner will immediately notify Skytek LLC of its conditions and shall give the contractor reasonable time in which to make said repairs. If any person, firm, or corporation other than the above listed contractor has, since the completion of the above work, performed or attempted to perform any repairs to the property then this warranty could become null and void.

The contractor shall not be under any responsibility or liability whatsoever to make repairs occasioned by injury to say property caused wholly or in part by windstorm, hail, lightening, or other casualty, or by reasons of negligence by any party not directly associated with the contractor.

Respectfully, Glenn Taggart Project Manager

A20-3

DRAFT ll ll or reasoor rea oration othoration ot above worabove w is warrantyis warranty shall notshall n occasionoccasio ghgh

0% ab hat it wat it other Contother Con in the ein the mmediammed

Rev iew od of one od of one ve worve wor llll

TABLE OF CONTENTS

A20-4

DRAFT 10

0%

R ev

Your J.I.T. Metal Solution

A20-5

DRAFT 10

0%

l. PRELIMINARY INFORMATION, PERTAINING TO THE DESIGN AND CONSTRUCTION OF

THE TURBINE MAINTENANCE PLATFORM AND DRAFT TUBE ACCESS PLATFORM.

1.1 REGISTERED ENGINEERS:

1.1.1

1.2 SAFETY FACTORS:

1.2.1 DESIGN LOADS:

1.2.2 DESIGN/STANDARDS OF FABRICATION:

1.2.3 CODES:

1.2.4 SELF RETRACTING LIFELINE & ATTACHMENT TO BLADE:

1.3 REQUIRED INFORMATION FOR O&M DATA PACKAGES

1.3.1 Operating Instructions

1.3.1.1 Safety Precautions

A20-6

DRAFT

ELINE & AELINE &

0%

R

1.3.1.2 Operator Prestart

PONTOON FRAME ASSEMBLY

NOTE:

A20-7

DRAFT 10

0%

R

A20-8

DR

A20-9

DRAFT 1

1.

A20-10

2.

3.

A20-11

4.

5.

6.

A20-12

DRAFT 10

7.

A20-13

T 10

R

8.

A20-14

0% ie

REPEAT:

NOTE: Special consideration must be taken when assembling pontoons to coordinating pieces. The water line painted on each pontoon must be observed while the platform is being constructed. If the water goes above the waterline, work should stop and the condition assessed to see if the pontoon is taking on a large amount of water.

A20-15

DRAFT

ii

LOWER PLATFORM ASSEMBLY

1.

2.

A20-16

DRAFT

BLYLY

A20-17

A20-18

5.

6.

7.

9.

MAINTENANCE PLATFORM ACCESS DOOR ASSEMBLY

1.

A20-19

% R

A20-20

0%

R

1.3.1.3 Startup, Shutdown, and Post-Shutdown Procedures- N/A

1.3.1.4 Normal Operations - N/A

1.1.3.5 Emergency Operations - N/A

1.3.1.6 Operator Service Requirements

1.3.1.7 Environmental Conditions

1.3.1.8 Manufacturer's Data and Parts Catalogs

1.3.2 Preventive Maintenance

1.3.2.1 Lubrication Data - N/A

1.3.1.2 Preventive Maintenance Plan and Schedule

A20-21

DRAFT

N/AN/A

intenanceintenance

0%

PONTOONS MK1, #1 – 6

GATE BEAMS MK-6, #1 - 4

PERIMETER BEAMS MK-2 & MK-3, #1 -6

PLATFORM DECK SEGMENTS: NA (1-6), NB (1-12), NC (1-6), ND (16), NB1 (1), NC1 (1)

LOWER PLATFORM

NOTE:

A20-22

DRAFT (1(1 10

), NB (1, NB

1.3.3 Corrective Maintenance (Repair)

1.3.3.1 Troubleshooting Guides and Diagnostic Techniques - N/A

1.3.3.2 Wiring Diagrams and Control Diagrams - N/A

1.3.3.3 Maintenance and Repair Procedures

PROCEDURE FOR APPLYING 3M SEALANTS

OUTSIDE BRACKETS:

CLEANING

1.

2.

3.

4.

BAFFLE PLATE:

A20-23

DRAFT 10

0%

R

CLEANING

3M General Purpose Adhesive

Cleaner #08984

Scotch-Weld Structural Adhesive Primer EC-1945 B/A.

APPLICATION FOR FAST CURE 5200

1.3.3.4 Removal and Replacement Instructions

1.3.3.5 Spare Parts and Supply Lists

1.3.5 Appendices

1.3.5.1 Product Submittal Data

A20-24

DRAFT

ment Instruent Instr

0%

R

1.3.5.2 Manufacturer's Instructions

1.3.5.3 O&M Submittal Data

1.3.5.4 Parts Identification

1.3.5.5 Personnel Training Requirements

1.3.5.6 Warranty Information

a. Mohawk Metal is providing a one (1) year warranty on material and workmanship for only the work Mohawk Metal performed on the John Day Dam Turbine Platform, Contract # W9127N-13-C- 0003.

1.3.5.7 Testing Equipment and Special Tool Information - N/A

1.3.5.8 Testing and Performance Data - N/A

1.3.5.9 Contractor Information - N/A

1.4 SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES

A20-25

DRAFT(1) year w(1) yea on the Johnn the John nt and Spet and Spe rformarforma

0%

Data Package 1

a. Safety precautions: Refer back to 1.3.1.1 Safety Precautions for any other additional safeguard conditions.

b. Cleaning recommendations: Use water and soft cotton rag to clean pontoon. (Power washer may dislodge Fast Cure 52 Marine Sealant).

c. Maintenance and repair procedures:

1.3.2.2.

d. Warranty information:

Mohawk Metal is providing a one (1) year warranty on material and workmanship for only the work Mohawk Metal performed on the John Day Dam Turbine Platform, Contract # W9127N-13-C-0003.

e. Personnel training requirements:

f. Contractor information

GENERAL CONTRACTOR

A20-26 year wyear John Day DJohn Day ments:ents:

0% ran

Rev oon. (Pon. (P

SUBCONTRACTOR

A20-27

DRAFT 10

0%

R

g. Spare parts and supply list.

P/N Description Grade/Call-out Origin of Purchase

Upper Platform ½’’ x 1-1/2’’ HB Bolt

½’’ Flat Washer

½’’ HD Hex Nut

MK-9 Beam Pin 9-3/8’’ L

Lower Platform ¾’’-10 x 1’’ long

¾’’-10 x 1-1/4’’ long

¾’’-10 x hex nut

3/8-16 x 3-1/2’’ long hex bolt

3/8-10 hex nut

3/8 Standard flat washer

¾-10 slotted hex nut

¾-10 standard flat washer

1’’ standard flat washer

¾’’ shaft retaining ring

10-32 x ½’’ long screws w-c/s hd

J bolt w/nut for ¾-13 thread -For 2-1/2’’ dia. pipe

A20-28

1313DDRscrews wRAFTTTFT

AFAFAFTFTFFTFT

AFT

g ringg ring AFAFAFA DRd DRD

0%%0%%0%

1010101

Rev iewwiewiewwie evReReeveveevevevR

Hardware package for pontoon platform

72 k’’ x 1-1/2’’ HHB ASTM A325 GALV. BOLTS

72 k’’ FLAT ASTM F436 GALV. WASHERS

72 k’’ HD ATSM A563 HEX NUTS

(3) 5/16’’ x 2-3/4’’ OD x 1-1/8’’ OD PLASTIC UHMW WASHERS

(1) MK-9 BEAM PIN x 9-3/8’’ LONG

Hardware package for lower platform

A20-29

DDDDRRARRAFT

AFT

AFTT

AF

RA

D

0%

00010 Rev iewwww ev ie ev ieie evRRR

US ARMY CORP OF ENGINEERS

JOHN DAY DAM TURBINE MAINTENANCE PLATFORM

CONTRACT #W9127N-13-C-0003

DISSASSEMBLY

Reverse the sequence from #8 - #1.

1.

2.

3.

4.

5.

6.

7.

8.

LOWER PLATFORM DISSASSEMBLY

Reverse the sequence from #8 - #1 to disassemble.

1.

2.

A20-30

DRAFT 10

0%

5.

6.

A20-31

0%

R

US ARMY CORP OF ENGINEERS

JOHN DAY DAM TURBINE MAINTENANCE PLATFORM

CONTRACT #W9127N-13-C-0003

SUMMARY REPORT FOR TESTING OF THE MAINTENANCE PLATFORM INNER PICK

POINTS

PRE-TESTING

1.

2.

RESULTS OF PRE-TESTING:

• All items have been tested and judged passable through the mock up door frame.

• Additionally, all parts have been weighed individually and documented.

• All of the above actions were acknowledged by the COE and Skytek personnel.

ASSEMBLY

A20-32

DRAFT

ted and judged and j rts have beerts have bee actions werctions wer

0%

R

NOTE:

RESULTS OF ASSEMBLY PRODCEDURE, DAY 1 (4/21/14): Assembly of parts began as listed above.

• Two holes on gate beam MK-6 required reaming of in-line holes for concentricity in order for the long pin, MK-8 to pass through the individual 1-1/8" holes of the gate beam while attaching to the bracket ears on the pontoon.

• The balance of component parts were assembled using the pins; MK-6, MK-8, MK-9 as designed to hold structure together.

• Coordinating bracketry was attached to mating parts; perimeter beams A & B, radial beams, middle beams then bolted together and torqued to 75 pounds with impact driver tool.

• The pontoon nose "mock hub" assembly was then attached to the nose of each pontoon and secured.

• All of the above actions were witnessed by the COE and Skytek personnel.

A20-33

DRAFTub" assemub" assem ons were wions were wi

0% e pontooponto mbled using mbled using d to mating pto mating p gether andether an

Rev iewmbly of partsbly of pa of inof in--line hline individuindivid

A20-34

0%

R

TESTING OF INNER PICKPOINTS

2.1

2.1.2

2.1.3

2.2

A20-35

DRAFT 10

0%

R

2.2.1 SEQUENCING:

2.2.1.2

2.2.1.3

2.3

RESULTS OF INNER PICK POINTS TESTING, DAY 1 (4/21/14):

• The lifting mock hub was rigged to both the crane and the six pick points of the pontoon.

• The structure was then lifted by the crane and each turnbuckle was adjusted in order to "level" the platform for uniformity.

• Raised platform again and a Mohawk employee, weight 250Lbs then walked on the deck panel edges of both outside and inside to test for failure and deformation. None was observed.

• Numerous wooden 4"x 4"s were placed on top of deck panels in locations as to distribute the weight evenly when loaded.

• Platform was raised again in order to place a safety stand underneath the platform in the center to supply fall protection of the platform is rigging or structure failed. Platform was raised approximately 4"-5" above stand to accommodate weight sagging from the test and not touch the stand itself.

• Three transit levels were set up per test requirements and the 39 pick points selected for measuring were shot and recorded as a "baseline" for comparison purposes.

• Distribution of 4'x8' pieces of steel plate were spread evenly around the platform until a total weight of 12,300 lbs. was reached. (This amount of weight was needed to balance the platform evenly in order to "shoot" and record relative readings).

• The measuring and readings were recorded for the 39 pick points.

• The test was concluded after the platform withstood the weight of 12,300 lbs. for 20 minutes.

• Pontoon platform was lowered into the resting position on saw horses and large wooden blocks.

• All of the above actions were witnessed by the COE and Skytek personnel.

• All plates were removed in reverse order to keep weight distribution as even as possible.

A20-36

DRAFT order toorde ction of the ction of the

"-5" above"-5" abo lf.lf.

vels were setls were se g were shotg were sho f 4'x8' f 4'x8'

0% ch ployee, weighloyee, weigh to test for fao test for aced on top oced on to aded.aded.

la

Rev iew he six six pick ppick urnbuckurnbuck

A20-37

0%

R

TESTING OF THE MAINTENANCE PLATFORM OUTER PICK POINTS

2.

3.

3.1

3.2

3.3

4.

5.

A20-38

DRAFT 10

0%

RESULTS OF OUTER PICK POINTS TESTING, DAY2 (4/22/14):

• Platform was hooked/rigged to the mock lift hub and the outer pick points.

• The safety net was attached to the designated inner pick points.

• 250 lbs. of weight were placed in the net and the platform was lifted until net was suspended above the ground without touching the surface.

• Weight was suspended for specified time length.

• Safety net did not fail and lift/time was successful.

• Platform was lowered, and weight and net were removed.

• Platform outer pick points were hooked to the fabricated stands with turnbuckles at the end of each pontoon (6).

• Platform was leveled by adjusting turnbuckles and using transit level.

• Pre weight readings at the 39 selected points were measured and recorded.

• Steel plate was then distributed on the platform using the same sequencing for even placement and uniformity.

• A total of 12,300 lbs. was placed on the platform.

• Measurements were taken at the 39 selected points and recorded.

• 20 minute time frame was observed during the measuring of points

• Metal plates were removed by reverse sequencing of the placement.

• All of the above actions were observed by COE and Skytek personnel.

A20-39

DRAFT y reverse y rever were obserwere ob

0%

rm. rm.

cted points acted points a d during thduring th

Rev iew level.vel.

d and recorand recor the same sethe same s

TESTING OF THE MAINTENANCE PLATFORM ACCESS DOOR

The sequence of testing is as follows:

RESULTS OF PLATFORM ACCESS DOOR TESTING, DAY 1

• Access door was walked on by Mohawk employee whose weight was 330 lbs.

• No deformation or failure was observed.

A20-40

DRAFT

s follows:follows:

0%ATFORM ATFORM00

SAFETY NET TESTING, DAY 2 (4/22/14).

RESULTS OF SAFETY NET TESTING, DAY 2 (4/22/14).

• Safety net testing was completed on day 2.

• Platform was lowered back down and the nylon webbed safety net was attached to designated pick points per print and loaded with 250Lbs of weight.

• Platform was lifted so the net was suspended above ground and net was taking the full load of the weight without failing.

• Platform was lowered, and weight and net were removed.

• All of the above actions were observed by COE and Skytek personnel

DISSASSEMBLY OF THE MAINTENANCE DECK PLATFORM FOR: DYE PENETRANT

TESTING AND SEALER APPLICATION TO PONTOONS, DAY 2 (4/22/14).

A20-41 iew s ta ersonnel onnel

FORM FORFORM F

NS, DAY 2NS, DAY 2

RESULTS OF DISASSEMBLING OF PLATFORM, DAY2 (4/22/14)

• The platform was disassembled and each piece was visually observed for damage, deformation or failure.

• No major defects or damage were observed during this process.

• The pontoons were segregated to an area where they could be power washed and have Dale Webber perform the dye penetrant testing and inspection.

RESULTS OF DYE PENATRANT TESTING, DA YS 2- 3 (4/22 - 4/24)

• Pontoons were power washed before the dye penetrant process began by Dale Webber of NDT Inspection Services.

• Dye penetrant procedure was performed per A WS D1.2 standards to every weld that was subject to the load testing.

• Dye penetrant testing and visual inspection resulted in only minor infractions requiring repair to welds (Please review field reports from Dale Webber on file).

• Dye penetrant testing and inspection was continued on all other component parts until complete. Again only minor repairs were required.

• The COE CWI and Skytek personnel observed process at random times.

When the pontoons were inspected and approved by Dale Webber, they were taken into the shop and the sealer process was applied in the order of steps and product identified by3M sealant FAST CURE 5200:

A20-42

DRAFT

ge were obsge were ob regated to aregated perform theperform the

ENATENAT

0%TFORM, DATFORM, D

d each pieeach pie

PROCEDURE FOR APPLYING 3M SEALANTS Day 2 & 3 (4/22-4/23)

CLEANING:

BAFFLE PLATE:

CLEANING:

3M General Purpose Adhesive Cleaner #08984

Scotch-Weld Structural Adhesive Primer

EC-1945 B/A.

APPLICATION FOR FAST CURE 5200:

Results of leak testing:

A20-43

DRAFT

ve Cleane Cl

B/A.B/A.

0%

Rev

Re

1. Several of the pontoons leaked at the lower nose part of the pontoon. RFI #56 was submitted to Skytek and the COE.

2. Response from the COE was quick and Mohawk Metal followed the protocol given to them from Sharon Demeaux. Drill holes which would allow for application of sealant as well as venting. Mohawk drilled holes and applied Dow Corning Marine sealant 5200 Fast Cure as instructed. Let sealant cure approximately 24 hr. at 75 degrees. The best curing was achieved at over 100 degrees.

3. Leak tested pontoons and still witnessed leaking, but at a much slower rate. The COE was informed and the decision was made to continue with the float test.

LOWER PLATFORM TESTING DAY 2 (4/22/14).

Assembly sequence of test will be as follows:

1.

2.

3.

4.

5.

6.

7.

8.

Test sequence will be as follows:

A20-44

0%

R