W911KB25R0018-0003.pdf

KET005

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to incorporate the follow ing changes:

1. Update 00 73 46 Wage Determinations.

2. Update Section 03 31 30, Marine Construction, paragraphs 1.7.2 and 3.8.2.2

3. Attach Updated Drawing Sheet C-101.

The point of contact for this amendment is Jennifer Gosh at Jennifer.Gosh@usace.army.mil.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-Mar-2025

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W911KB25R0018

X 9B. DATED (SEE ITEM 11)

28-Feb-2025

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Mar-2025

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

2204 TALLEY AVENUE

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911KB25R0018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 73 46 - WAGE DETERMINATIONS SCHEDULES

The following have been modified:

"General Decision Number: AK20250001 03/14/2025

Superseded General Decision Number: AK20240001

State: Alaska

Construction Types: Building and Heavy

Counties: Alaska Statewide.

BUILDING AND HEAVY CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories)

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)(1).

|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 $17.75 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2025. | |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: | $13.30 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 2025. |

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 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 01/03/2025 1 01/31/2025 2 03/14/2025

ASBE0007-006 02/27/2023

Rates Fringes

Asbestos Workers/Insulator (includes application of all insulating materials protective coverings, coatings and finishings to all types of mechanical systems).........................$ 41.35 16.46

HAZARDOUS MATERIAL HANDLER

(includes preparation, wetting, stripping, removal scrapping, vacuming, bagging, and disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems).........$ 37.38 19.55

BOIL0502-002 01/01/2024

Rates Fringes

BOILERMAKER......................$ 51.08 33.04

BRAK0001-002 07/01/2023

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Bricklayer, Blocklayer, Stonemason, Marble Mason, Tile Setter, Terrazzo Worker.....$ 42.01 19.20 Tile & Terrazzo Finisher.........$ 35.84 19.20

CARP1281-001 09/01/2024

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CARPENTER

Including Lather and Drywall Hanging.............$ 48.54 26.32

CARP1281-002 09/01/2024

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MILLWRIGHT.......................$ 55.42 27.08

CARP2520-003 09/01/2022

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Diver Stand-by....................$ 47.65 28.32 Tender......................$ 46.65 28.32 Working.....................$ 87.45 28.32 Piledriver Piledriver; Skiff Operator and Rigger..................$ 38.34 26.51 Sheet Stabber...............$ 38.34 26.51 Welder......................$ 43.90 26.51

DEPTH PAY PREMIUM FOR DIVERS BELOW WATER SURFACE:

50-100 feet $1.00 per foot 101 feet and deeper $2.00 per foot

ENCLOSURE PAY PREMIUM WITH NO VERTICAL ASCENT:

5-50 FEET $1.00 PER FOOT/DAY

51-100 FEET $2.00 PER FOOT/DAY

101 FEET AND ABOVE $3.00 PER FOOT/DAY

SATURATION DIVING:

The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

ELEC1547-004 09/01/2024

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CABLE SPLICER....................$ 50.94 3%+28.24

ELECTRICIAN......................$ 50.94 3%+28.24

ELEC1547-005 04/01/2024

Line Construction

Rates Fringes

CABLE SPLICER....................$ 70.34 3%+32.54

Linemen (Including Equipment Operators, Technician)...........$ 68.59 3%+32.54 Powderman........................$ 66.59 3%+32.54

TREE TRIMMER.....................$ 41.32 3%+28.10

* ELEV0019-002 01/01/2025

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ELEVATOR MECHANIC................$ 71.44 38.435+a+b

FOOTNOTE:

a. Employer contributes 8% of the basic hourly rate for over 5 year's service and 6% of the basic hourly rate for 6 months to 5 years' of service as vacation paid credit.

b. Eight paid holidays:

New Year's Day; Memorial Day; Independence Day;

Labor Day; Veteran's Day; Thanksgiving Day; Friday after Thanksgiving, and Christmas Day

ENGI0302-002 01/01/2025

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POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 53.23 29.50

GROUP 1A....................$ 55.33 29.50

GROUP 2.....................$ 52.32 29.50

GROUP 3.....................$ 51.46 29.50

GROUP 4.....................$ 44.06 29.50

TUNNEL WORK

GROUP 1....................$ 58.55 29.50

GROUP 1A...................$ 60.86 29.50

GROUP 2....................$ 57.55 29.50

GROUP 3....................$ 56.60 29.50

GROUP 4....................$ 48.47 29.50

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Roller: Breakdown, Intermediate, and Finish; Back Filler; Barrier Machine (Zipper); Beltcrete with power pack and similar conveyors; Bending Machine;

Boat Coxwains; Bulldozers; Cableways, Highlines and Cablecars; Cleaning Machine; Coating Machine; Concrete

Hydro Blaster; Cranes-45 tons and under or 150 foot boom and under (including jib and attachments): (a) Hydralifts or Transporters, all track or truck type,(b) Derricks;

Crushers; Deck Winches-Double Drum; Ditching or Trenching Machine (16 inch or over); Drilling Machines, core, cable, rotary and exploration; Finishing Machine Operator, Concrete Paving, Laser Screed, Sidewalk, Curb and Gutter Machine; Helicopters; Hover Craft, Flex Craft, Loadmaster, Air Cushion, All Terrain Vehicle, Rollagon, Bargecable, Nodwell, and Snow Cat; Hydro Ax: Feller Buncher and similar; Loaders (2 1/2 yards through 5 yards, including all attachments): Forklifts with telescopic boom and swing attachment, Overhead and front end, 2 1/2 yards through 5 yards, Loaders with forks or pipe clamps; Loaders, elevating belt type, Euclid and similar types; Mechanics, Bodyman; Micro Tunneling Machine; Mixers: Mobile type w/hoist combination; Motor Patrol Grader; Mucking Machines:

Mole, Tunnel Drill, Horizontal/Directional Drill Operator, and/or Shield; Operator on Dredges; Piledriver Engineers, L. B. Foster, Puller or similar Paving Breaker; Power Plant, Turbine Operator, 200 k.w. and over (power plants or combination of power units over 300 k.w.); Scrapers-through 40 yards; Service Oiler/Service Engineer; Sidebooms-under 45 tons; Shot Blast Machine; Shovels, Backhoes, Excavators with all attachments, and Gradealls (3 yards and under), Spreaders, Blaw Knox, Cedarapids, Barber Greene, Slurry Machine; Sub-grader (Gurries, Reclaimer, and similar types); Tack tractor; Truck mounted Concrete Pumps, Conveyor, Creter; Water Kote Machine; Unlicensed off road hauler

GROUP 1A: Camera/Tool/Video Operator (Slipline), Cranes-over 45 tons or 150 foot (including jib and attachments): (a) Clamshells and Draglines (over 3 yards),

(b) Tower cranes; Licensed Water/Waste Water Treatment Operator; Loaders over 5 yds.; Certified Welder, Electrical Mechanic, Camp Maintenance Engineer, Mechanic (over 10,000 hours); Motor Patrol Grader, Dozer, Grade Tractor, Roto-mill/Profiler (finish: when finishing to final grade and/or to hubs, or for asphalt); Power Plants: 1000 k.w.

and over; Quad; Screed; Shovels, Backhoes, Excavators with all attachments (over 3 yards), Sidebooms over 45 tons;

Slip Form Paver, C.M.I. and similar types; Scrapers over 40 yards;

GROUP 2: Boiler-fireman; Cement Hog and Concrete Pump Operator; Conveyors (except as listed in group 1); Hoist on steel erection; Towermobiles and Air Tuggers;

Horizontal/Directional Drill Locator;Licensed Grade Technician; Loaders, (i.e., Elevating Grader and Material Transfer Vehicle); Locomotives: rod and geared engines;

Mixers; Screening, Washing Plant; Sideboom (cradling rock drill regardless of size); Skidder; Trencing Machine under 16 inches; Waste/ Waste Water Treatment Operator.

GROUP 3: ""A"" Frame Trucks, Deck Winches: single power drum;

Bombardier (tack or tow rig); Boring Machine; Brooms-power;

Bump Cutter; Compressor; Farm tractor; Forklift, industrial type; Gin Truck or Winch Truck with poles when used for hoisting; Grade Checker and Stake Hopper; Hoist, Air Tuggers, Elevators; Loaders: (a) Elevating-Athey, Barber Green and similar types (b) Forklifts or Lumber Carrier (on construction job site) (c) Forklifts with Tower (d) Overhead and Front-end, under 2 1/2 yds. Locomotives:Dinkey (air, steam, gas and electric) Speeders; Mechanics (light duty); Oil, Blower Distribution; Post Hole Diggers, mechanical; Pot Fireman (power agitated); Power Plant, Turbine Operator, under 200 k.w.; Pumps-water; Roller-other than Plantmix; Saws, concrete; Skid Steer with all attachments; Straightening Machine; Tow Tractor

GROUP 4: Rig Oiler/Crane Assistant Engineer;Parts and Equipment Coordinator; Swamper (on trenching machines or shovel type equipment); Spotter; Steam Cleaner; Drill Helper.

FOOTNOTE: Groups 1-4 receive 10% premium while performing tunnel or underground work. Rig Oiler/Crane Assistant Engineer shall be required on cranes over 85 tons or over 100 feet of boom.

IRON0751-003 07/01/2024

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IRONWORKER

BENDER OPERATOR.............$ 44.99 38.98

BRIDGE, STRUCTURAL,

ORNAMENTAL, REINFORCING

MACHINERY MOVER, RIGGER,

SHEETER, STAGE RIGGER,

BENDER OPERATOR.............$ 44.99 38.98

FENCE, BARRIER INSTALLER....$ 41.49 38.98

GUARDRAIL INSTALLERS........$ 42.49 38.98

GUARDRAIL LAYOUT MAN........$ 42.23 38.98

HELICOPTER, TOWER...........$ 45.99 38.98

LABO0341-001 04/01/2024

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LABORER (South of the 63rd Parallel & West of Longitude 138 Degrees)

GROUP 1.....................$ 38.25 33.11

GROUP 2.....................$ 39.25 33.11

GROUP 3.....................$ 40.15 33.11

GROUP 3A....................$ 44.28 33.11

GROUP 3B....................$ 50.11 29.06

GROUP 4.....................$ 27.82 33.11

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 42.08 33.11

GROUP 2....................$ 43.18 33.11

GROUP 3....................$ 44.17 33.11

GROUP 3A...................$ 48.71 33.11

GROUP 3B...................$ 55.12 29.06

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding); Crusher Plant Laborer; Demolition Laborer;

Ditch Diggers; Dump Man; Environmental Laborer (asbestos (limited to nonmechanical systems), hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer;

Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman;

Laborers (building); Landscape or Planter; Laying of Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Scaffold Building and Erecting; Slurry Work; Stake Hopper; Steam Point or Water Jet Operator;

Steam Cleaner Operator; Tank Cleaning; Utiliwalk, Utilidor Laborer and Conduit Installer; Watchman (construction projects); Window Cleaner

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer;

Environmental Laborer (marine work, oil spill skimmer operator, small boat operator); Foam Gun or Foam Machine Operator; Green Cutter (dam work); Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered decorative block above 4 feet); Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Alarm Installer; Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler;

Multiplate; Slurry Seal Squeegee Man

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

GROUP 4: Final Building Cleanup

TUNNELS, SHAFTS, AND RAISES CLASSIFICATIONS

GROUP 1: Brakeman; Muckers; Nippers; Topman and Bull Gang;

Tunnel Track Laborer

GROUP 2: Burning and Cutting Torch; Concrete Laborers;

Jackhammers; Nozzleman, Pumpcrete or Shotcrete.

GROUP 3: Miner; Retimberman

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

Tunnel shaft and raise rates only apply to workers regularly employed inside a tunnel portal or shaft collar.

LABO0942-001 04/01/2024

Rates Fringes

Laborers: North of the 63rd Parallel & East of Longitude 138 Degrees

GROUP 1.....................$ 38.25 33.11

GROUP 2.....................$ 39.25 33.11

GROUP 3.....................$ 40.15 33.11

GROUP 3A....................$ 44.03 33.11

GROUP 3B....................$ 49.61 29.06

GROUP 4.....................$ 27.82 33.11

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 42.08 33.11

GROUP 2....................$ 43.18 33.11

GROUP 3....................$ 44.17 33.11

GROUP 3A...................$ 48.43 33.11

GROUP 3B...................$ 54.57 29.06

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding); Crusher Plant Laborer; Demolition Laborer;

Ditch Diggers; Dump Man; Environmental Laborer (asbestos

(limited to nonmechanical systems), hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer;

Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman;

Laborers (building); Landscape or Planter; Laying of Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Scaffold Building and Erecting; Slurry Work; Stake Hopper; Steam Point or Water Jet Operator;

Steam Cleaner Operator; Tank Cleaning; Utiliwalk, Utilidor Laborer and Conduit Installer; Watchman (construction projects); Window Cleaner

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer;

Environmental Laborer (marine work, oil spill skimmer operator, small boat operator); Foam Gun or Foam Machine Operator; Green Cutter (dam work); Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered decorative block above 4 feet); Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Alarm Installer; Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler;

Multiplate; Slurry Seal Squeegee Man

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

GROUP 4: Final Building Cleanup

TUNNELS, SHAFTS, AND RAISES CLASSIFICATIONS

GROUP 1: Brakeman; Muckers; Nippers; Topman and Bull Gang;

Tunnel Track Laborer

GROUP 2: Burning and Cutting Torch; Concrete Laborers;

Jackhammers; Nozzleman, Pumpcrete or Shotcrete.

GROUP 3: Miner; Retimberman

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

Tunnel shaft and raise rates only apply to workers regularly employed inside a tunnel portal or shaft collar.

PAIN1959-001 07/01/2024

NORTH OF THE 63RD PARALLEL

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PAINTER

BRUSH/ROLLER PAINT OR WALL

COVERER.....................$ 40.33 26.17

TAPING, TEXTURING,

STRUCTURAL PAINTING,

SANDBLASTING, POT TENDER,

FINISH METAL, SPRAY,

BUFFER OPERATOR, RADON

MITIGATION, LEAD BASED

PAINT ABATEMENT, HAZARDOUS

MATERIAL HANDLER............$ 40.85 26.17

PAIN1959-002 07/01/2024

SOUTH OF THE 63RD PARALLEL

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PAINTER

General Painter.............$ 35.97 28.52 Industrial Painter..........$ 37.32 28.52 Taper / Paper & Vinyl Hanger......................$ 37.22 28.52

PAIN1959-003 07/01/2024

NORTH OF THE 63RD PARALLEL

Rates Fringes

GLAZIER..........................$ 44.54 29.68

PAIN1959-004 07/01/2023

FLOOR LAYER: Carpet.............$ 39.86 15.87

PAIN1959-006 07/01/2024

SOUTH OF THE 63RD PARALLEL

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GLAZIER..........................$ 45.20 28.32

PLAS0528-006 06/01/2024

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PLASTERER

North of the 63rd parallel..$ 52.50 20.67 South of the 63rd parallel..$ 52.50 20.67

PLAS0528-007 04/01/2023

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CEMENT MASON/CONCRETE FINISHER

North of the 63rd parallel..$ 44.43 22.13 South of the 63rd parallel..$ 44.43 22.13

PLUM0262-002 01/01/2023

East of the 141st Meridian

Rates Fringes

Plumber; Steamfitter.............$ 41.50 27.62

PLUM0367-002 07/01/2021

South of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 41.00 27.95

PLUM0375-002 07/01/2024

North of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 51.66 32.90

PLUM0669-002 01/01/2025

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SPRINKLER FITTER.................$ 56.61 31.39

ROOF0189-006 04/01/2024

ROOFER...........................$ 49.62 18.53

SHEE0023-003 07/01/2024

South of the 63rd Parallel

Rates Fringes

SHEET METAL WORKER...............$ 48.75 30.14

SHEE0023-004 07/01/2024

North of the 63rd Parallel

Rates Fringes

SHEET METAL WORKER...............$ 54.00 30.52

* TEAM0959-003 01/01/2025

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TRUCK DRIVER

GROUP 1.....................$ 51.58 26.43

GROUP 1A....................$ 53.05 26.43

GROUP 2.....................$ 50.12 26.43

GROUP 3.....................$ 49.17 26.43

GROUP 4.....................$ 48.50 26.43

GROUP 5.....................$ 47.62 26.43

GROUP 1: Semi with Double Box Mixer; Dump Trucks (including rockbuggy and trucks with pups) over 40 yards up to and including 60 yards; Deltas, Commanders, Rollogans and similar equipment when pulling sleds, trailers or similar equipment; Boat Coxswain; Lowboys including attached trailers and jeeps, up to and including 12 axles; Ready-mix over 12 yards up to and including 15 yards); Water Wagon (250 Bbls and above); Tireman, Heavy Duty/Fueler

GROUP 1A: Dump Trucks (including Rockbuggy and Trucks with pups) over 60 yards up to and including 100 yards; Jeeps (driver under load)

GROUP 2: Turn-O-Wagon or DW-10 not self-loading; All Deltas, Commanders, Rollogans, and similar equipment; Mechanics;

Dump Trucks (including Rockbuggy and Trucks with pups) over 20 yards up to and including 40 yards; Lowboys including attached trailers and jeeps up to and including 8 axles;

Super vac truck/cacasco truck/heat stress truck; Ready-mix over 7 yards up to and including 12 yards; Partsman;

Stringing Truck

GROUP 3: Dump Trucks (including Rockbuggy and Trucks with pups) over 10 yards up to and including 20 yards; batch trucks 8 yards and up; Oil distributor drivers; Oil Distributor Drivers; Trucks/Jeeps (push or pull); Traffic Control Technician

GROUP 4: Buggymobile; Semi or Truck and trailer; Dumpster;

Tireman (light duty); Dump Trucks (including Rockbuggy and Truck with pups) up to and including 10 yards; Track Truck Equipment; Grease Truck; Flat Beds, dual rear axle; Hyster Operators (handling bulk aggregate); Lumber Carrier; Water Wagon, semi; Water Truck, dual axle; Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted ""A"" Frame manufactured rating over 5 tons; Bull Lifts and Fork Lifts with Power Boom and Swing attachments, over 5 tons; Front End Loader with Forks; Bus Operator over 30 passengers; All Terrain Vehicles; Boom Truck/Knuckle Truck over 5 tons; Foam Distributor Truck/dual axle; Hydro-seeders, dual axle;

Vacuum Trucks, Truck Vacuum Sweepers; Loadmaster (air and water); Air Cushion or similar type vehicle; Fire Truck/Ambulance Driver; Combination Truck-fuel and grease;

Compactor (when pulled by rubber tired equipment); Rigger (air/water/oilfield); Ready Mix, up to and including 7 yards;

GROUP 5: Gravel Spreader Box Operator on Truck; Flat Beds, single rear axle; Boom Truck/Knuckle Truck up to and including 5 tons; Pickups (Pilot Cars and all light duty vehicles); Water Wagon (Below 250 Bbls); Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted ""A"" Frame, manufactured rating 5 tons and under; Bull Lifts and Fork Lifts (fork lifts with power broom and swing attachments up to and including 5 tons); Buffer Truck; Tack Truck; Farm type Rubber Tired Tractor (when material handling or pulling wagons on a construction project); Foam Distributor, single axle; Hydro-Seeders, single axle; Team Drivers (horses, mules and similar equipment); Fuel Handler (station/bulk attendant); Batch Truck, up to and including 7 yards;

Gear/Supply Truck; Bus Operator, Up to 30 Passengers;

Rigger/Swamper

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

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) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 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. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

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

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

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

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail 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 an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail 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 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.

END OF GENERAL DECISION"

(End of Summary of Changes)

AMD003 FLOATING BREAKWATER REPLACEMENT, BAR POINT HARBOR KET005

KETCHIKAN, ALASKA

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 31 30

MARINE CONCRETE

02/19

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 MODIFICATION OF REFERENCES

1.5 DELIVERY, PLACING, STORAGE, AND HANDLING OF CONCRETE

1.6 CONCRETE QUALITY CONTROL

1.6.1 Laboratory Qualifications for Concrete Qualification Testing

1.6.2 Laboratory Accreditation

1.7 CONCRETE DURABILITY

1.7.1 Concrete Mixture Proportions

1.7.2 Concrete Design Requirements

1.7.3 Concrete Mixture Qualifications

1.7.3.1 Previously Approved Concrete Mixtures

1.7.3.2 New Concrete Mixtures

1.7.4 Concrete Qualification Program

1.7.4.1 Fresh Concrete Properties

1.7.4.2 Hardened Concrete Properties

1.7.4.3 Supplemental Corrosion Protection

1.8 CONCRETE

1.8.1 Drawings

1.8.1.1 Formwork

1.8.1.2 Reinforcing Steel

1.8.1.3 Precast Elements

1.8.2 Pre-Construction Submittals

1.8.2.1 Curing Concrete Elements

1.8.2.2 Concrete Curing Plan

1.8.2.3 Form Removal Schedule

1.8.2.4 Concrete Placement and Compaction

1.8.2.5 Concrete Report

1.8.2.6 Preconstruction Testing of Materials

1.8.2.7 Material Safety Data Sheets

1.8.2.8 Mixture Designs

1.8.3 Sampling

1.8.3.1 Ingredient Material Sampling

1.8.4 Reporting

1.8.4.1 Daily Inspection Reports

1.8.4.2 Sampling Logs

1.8.4.3 Quality Control Data

1.8.4.4 Quality Team Meetings

1.8.4.5 Non-conforming materials

1.8.5 Test Reports

1.8.5.1 Concrete Mixture Requirements

1.8.5.2 Supplementary Cementing Materials

1.8.5.2.1 Ground Granulated Blast-Furnace Slag

SECTION 03 31 30 Page 1

1.8.5.2.2 Ultra Fine Fly Ash or Pozzolan

1.8.5.3 Silica Fume

1.8.5.4 Aggregates

1.8.5.5 Admixtures

1.8.5.6 Portland Cement

1.8.5.7 Testing During Construction

1.8.5.8 Acceptability of Work

PART 2 PRODUCTS

2.1 CEMENTITIOUS MATERIALS

2.1.1 Portland Cement

2.1.2 Pozzolan

2.1.2.1 Fly Ash

2.1.2.2 Raw or Calcined Natural Pozzolan

2.1.2.3 Ultra Fine Fly Ash and Ultra Fine Pozzolan

2.1.3 Ground Granulated Blast-Furnace (GGBF) Slag

2.1.4 Silica Fume

2.1.5 Supplementary Cementitious Materials (SCM) Content

2.2 AGGREGATES

2.3 WATER

2.4 ADMIXTURES

2.4.1 Air Entraining

2.4.2 Accelerating

2.4.3 Retarding

2.4.4 Water Reducing

2.4.5 Corrosion Inhibitors

2.5 NON-SHRINK GROUT

2.6 MATERIALS FOR FORMS

2.6.1 Form Ties and Form-Facing Material

2.7 REINFORCEMENT

2.7.1 Prestressing Steel

2.7.2 Reinforcing Bars

2.7.2.1 Reinforcement and Protective Coating

2.8 ACCESSORY MATERIALS

2.8.1 Polyvinylchloride Waterstops

2.8.2 Materials for Curing Concrete

2.8.2.1 Impervious Sheeting

2.8.2.2 Pervious Sheeting

2.8.2.3 Liquid Membrane-Forming Compound

PART 3 EXECUTION

3.1 FORMS

3.1.1 Coating

3.1.2 Removal of Forms and Supports

3.1.2.1 Special Requirements for Reduced Time Period

3.2 PLACING REINFORCEMENT AND MISCELLANEOUS MATERIALS

3.2.1 Coated Reinforcing

3.2.2 Reinforcement Supports

3.2.3 Splicing

3.2.4 Future Bonding

3.2.5 Cover

3.2.6 Setting Miscellaneous Material and Prestress Anchorages

3.3 BATCHING, MEASURING, MIXING, AND TRANSPORTING CONCRETE

3.3.1 Measuring

3.3.2 Mixing

3.3.3 Transporting

3.4 PLACING CONCRETE

SECTION 03 31 30 Page 2

3.4.1 Vibration

3.4.2 Cold Weather

3.4.3 Hot Weather

3.4.4 Prevention of Plastic Shrinkage Cracking

3.5 SURFACE FINISHES EXCEPT FLOOR, SLAB, AND PAVEMENT

3.5.1 Defects

3.5.2 Formed Surfaces

3.5.2.1 Tolerances

3.5.2.2 As-Cast Rough Form

3.5.2.3 As-Cast Form

3.6 FINISHES FOR HORIZONTAL CONCRETE SURFACES

3.6.1 Finish

3.6.1.1 Broomed

3.6.1.2 Concrete Toppings Placement

3.7 CURING AND PROTECTION

3.7.1 Wet Curing

3.7.1.1 Ponding or Immersion

3.7.1.2 Fog Spraying or Sprinkling

3.7.1.3 Pervious Sheeting

3.7.1.4 Impervious Sheeting

3.7.2 Liquid Membrane-Forming Curing Compound

3.7.2.1 Application

3.7.2.2 Protection of Treated Surfaces

3.7.3 Liquid Chemical Sealer-Hardener

3.7.4 Curing Periods

3.8 FIELD QUALITY CONTROL

3.8.1 Fresh Concrete Properties

3.8.1.1 Slump Tests

3.8.1.2 Temperature Tests

3.8.1.3 Air Content Tests

3.8.1.4 Unit Weight Test

3.8.2 Hardened Concrete Properties

3.8.2.1 Compressive Strength Tests

3.8.2.2 Chloride Ion Penetration Test

3.8.2.3 Chloride Ion Concentration

3.8.2.4 Anti-Washout Admixture

3.8.2.5 Non-Destructive Tests

3.8.3 Core Samples and Compressive Strength Testing

3.8.4 Acceptance of Concrete Strength

3.8.4.1 Standard Molded and Cured Strength Specimens

3.8.4.2 Non-Destructive Tests

3.8.4.3 Extracted Core Tests

3.8.5 Inspection

3.9 REPAIR, REHABILITATION AND REMOVAL

3.9.1 Crack Repair

3.9.2 Repair of Weak Surfaces

3.9.3 Failure of Quality Assurance Test Results

-- End of Section Table of Contents --

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SECTION 03 31 30 Page 4

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 31 30

MARINE CONCRETE

02/19

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 MODIFICATION OF REFERENCES

1.5 DELIVERY, PLACING, STORAGE, AND HANDLING OF CONCRETE

1.6 CONCRETE QUALITY CONTROL

1.6.1 Laboratory Qualifications for Concrete Qualification Testing

1.6.2 Laboratory Accreditation

1.7 CONCRETE DURABILITY

1.7.1 Concrete Mixture Proportions

1.7.2 Concrete Design Requirements

1.7.3 Concrete Mixture Qualifications

1.7.3.1 Previously Approved Concrete Mixtures

1.7.3.2 New Concrete Mixtures

1.7.4 Concrete Qualification Program

1.7.4.1 Fresh Concrete Properties

1.7.4.2 Hardened Concrete Properties

1.7.4.3 Supplemental Corrosion Protection

1.8 CONCRETE

1.8.1 Drawings

1.8.1.1 Formwork

1.8.1.2 Reinforcing Steel

1.8.1.3 Precast Elements

1.8.2 Pre-Construction Submittals

1.8.2.1 Curing Concrete Elements

1.8.2.2 Concrete Curing Plan

1.8.2.3 Form Removal Schedule

1.8.2.4 Concrete Placement and Compaction

1.8.2.5 Concrete Report

1.8.2.6 Preconstruction Testing of Materials

1.8.2.7 Material Safety Data Sheets

1.8.2.8 Mixture Designs

1.8.3 Sampling

1.8.3.1 Ingredient Material Sampling

1.8.4 Reporting

1.8.4.1 Daily Inspection Reports

1.8.4.2 Sampling Logs

1.8.4.3 Quality Control Data

1.8.4.4 Quality Team Meetings

1.8.4.5 Non-conforming materials

1.8.5 Test Reports

1.8.5.1 Concrete Mixture Requirements

1.8.5.2 Supplementary Cementing Materials

1.8.5.2.1 Ground Granulated Blast-Furnace Slag

SECTION 03 31 30 Page 1

1.8.5.2.2 Ultra Fine Fly Ash or Pozzolan

1.8.5.3 Silica Fume

1.8.5.4 Aggregates

1.8.5.5 Admixtures

1.8.5.6 Portland Cement

1.8.5.7 Testing During Construction

1.8.5.8 Acceptability of Work

PART 2 PRODUCTS

2.1 CEMENTITIOUS MATERIALS

2.1.1 Portland Cement

2.1.2 Pozzolan

2.1.2.1 Fly Ash

2.1.2.2 Raw or Calcined Natural Pozzolan

2.1.2.3 Ultra Fine Fly Ash and Ultra Fine Pozzolan

2.1.3 Ground Granulated Blast-Furnace (GGBF) Slag

2.1.4 Silica Fume

2.1.5 Supplementary Cementitious Materials (SCM) Content

2.2 AGGREGATES

2.3 WATER

2.4 ADMIXTURES

2.4.1 Air Entraining

2.4.2 Accelerating

2.4.3 Retarding

2.4.4 Water Reducing

2.4.5 Corrosion Inhibitors

2.5 NON-SHRINK GROUT

2.6 MATERIALS FOR FORMS

2.6.1 Form Ties and Form-Facing Material

2.7 REINFORCEMENT

2.7.1 Prestressing Steel

2.7.2 Reinforcing Bars

2.7.2.1 Reinforcement and Protective Coating

2.8 ACCESSORY MATERIALS

2.8.1 Polyvinylchloride Waterstops

2.8.2 Materials for Curing Concrete

2.8.2.1 Impervious Sheeting

2.8.2.2 Pervious Sheeting

2.8.2.3 Liquid Membrane-Forming Compound

PART 3 EXECUTION

3.1 FORMS

3.1.1 Coating

3.1.2 Removal of Forms and Supports

3.1.2.1 Special Requirements for Reduced Time Period

3.2 PLACING REINFORCEMENT AND MISCELLANEOUS MATERIALS

3.2.1 Coated Reinforcing

3.2.2 Reinforcement Supports

3.2.3 Splicing

3.2.4 Future Bonding

3.2.5 Cover

3.2.6 Setting Miscellaneous Material and Prestress Anchorages

3.3 BATCHING, MEASURING, MIXING, AND TRANSPORTING CONCRETE

3.3.1 Measuring

3.3.2 Mixing

3.3.3 Transporting

3.4 PLACING CONCRETE

SECTION 03 31 30 Page 2

3.4.1 Vibration

3.4.2 Cold Weather

3.4.3 Hot Weather

3.4.4 Prevention of Plastic Shrinkage Cracking

3.5 SURFACE FINISHES EXCEPT FLOOR, SLAB, AND PAVEMENT

3.5.1 Defects

3.5.2 Formed Surfaces

3.5.2.1 Tolerances

3.5.2.2 As-Cast Rough Form

3.5.2.3 As-Cast Form

3.6 FINISHES FOR HORIZONTAL CONCRETE SURFACES

3.6.1 Finish

3.6.1.1 Broomed

3.6.1.2 Concrete Toppings Placement

3.7 CURING AND PROTECTION

3.7.1 Wet Curing

3.7.1.1 Ponding or Immersion

3.7.1.2 Fog Spraying or Sprinkling

3.7.1.3 Pervious Sheeting

3.7.1.4 Impervious Sheeting

3.7.2 Liquid Membrane-Forming Curing Compound

3.7.2.1 Application

3.7.2.2 Protection of Treated Surfaces

3.7.3 Liquid Chemical Sealer-Hardener

3.7.4 Curing Periods

3.8 FIELD QUALITY CONTROL

3.8.1 Fresh Concrete Properties

3.8.1.1 Slump Tests

3.8.1.2 Temperature Tests

3.8.1.3 Air Content Tests

3.8.1.4 Unit Weight Test

3.8.2 Hardened Concrete Properties

3.8.2.1 Compressive Strength Tests

3.8.2.2 Chloride Ion Penetration Test

3.8.2.3 Chloride Ion Concentration

3.8.2.4 Anti-Washout Admixture

3.8.2.5 Non-Destructive Tests

3.8.3 Core Samples and Compressive Strength Testing

3.8.4 Acceptance of Concrete Strength

3.8.4.1 Standard Molded and Cured Strength Specimens

3.8.4.2 Non-Destructive Tests

3.8.4.3 Extracted Core Tests

3.8.5 Inspection

3.9 REPAIR, REHABILITATION AND REMOVAL

3.9.1 Crack Repair

3.9.2 Repair of Weak Surfaces

3.9.3 Failure of Quality Assurance Test Results

-- End of Section Table of Contents --

SECTION 03 31 30 Page 3

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SECTION 03 31 30 Page 4

SECTION 03 31 30

MARINE CONCRETE

02/19

PART 1 GENERAL

This section of the specifications applies to anchor blocks and the concrete floating breakwaters.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 182 (2005; R 2017) Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats

AASHTO R 80 (2017) Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction

AASHTO T 358 (2017) Standard Method of Test for Surface Resistivity Indication of Concrete's Ability to Resist Chloride Ion Penetration

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 121R (2008) Guide for Concrete Construction Quality Systems in Conformance with ISO

ACI 201.2R (2016) Guide to Durable Concrete

ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete

ACI 214R (2011) Evaluation of Strength Test Results of Concrete

ACI 301 (2016) Specifications for Structural Concrete

ACI 304.2R (2017) Guide to Placing Concrete by Pumping Methods

SECTION 03 31 30 Page 5

ACI 304R (2000; R 2009) Guide for Measuring, Mixing, Transporting, and Placing Concrete

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 308.1 (2011) Specification for Curing Concrete

ACI 309R (2005) Guide for Consolidation of Concrete

ACI 311.4R (2005) Guide for Concrete Inspection

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14)

ACI 347R (2014; Errata 1 2017) Guide to Formwork for Concrete

ACI SP-15 (2011) Field Reference Manual: Standard Specifications for Structural Concrete ACI 301-05 with Selected ACI References

ACI SP-66 (2004) ACI Detailing Manual

AMERICAN WELDING SOCIETY (AWS)

AWS D1.4/D1.4M (2011) Structural Welding Code - Reinforcing Steel

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

APA PS 1 (2009) Structural Plywood (with Typical APA Trademarks)

ASTM INTERNATIONAL (ASTM)

ASTM A416/A416M (2018) Standard Specification for Low-Relaxation, Seven-Wire for Prestressed Concrete

ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A767/A767M (2016) Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement

ASTM A882/A882M (2020) Standard Specification for Filled Epoxy-Coated Seven-Wire Prestressing Steel Strand

ASTM A886/A886M (2017) Standard Specification for Steel Strand, Indented, Seven-Wire Stress-Relieved for Prestressed Concrete

SECTION 03 31 30 Page 6

ASTM A934/A934M (2016) Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars

ASTM A1094/A1094M (2020) Standard Specification for Continuous Hot-Dip Galvanized Steel Bars for Concrete Reinforcement

ASTM C31/C31M (2019a) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C33/C33M (2018) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2020) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C42/C42M (2020) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C78/C78M (2018) Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

ASTM C94/C94M (2020) Standard Specification for Ready-Mixed Concrete

ASTM C138/C138M (2017a) Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ASTM C143/C143M (2020) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2020) Standard Specification for Portland Cement

ASTM C157/C157M (2017) Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete

ASTM C171 (2020) Standard Specification for Sheet Materials for Curing Concrete

ASTM C172/C172M (2017) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C173/C173M (2016) Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

ASTM C192/C192M (2019) Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

ASTM C231/C231M (2017a) Standard Test Method for Air

SECTION 03 31 30 Page 7

Content of Freshly Mixed Concrete by the Pressure Method

ASTM C260/C260M (2010a; R 2016) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C295/C295M (2019) Standard Guide for Petrographic Examination of Aggregates for Concrete

ASTM C309 (2011) Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete

ASTM C311/C311M (2018) Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete

ASTM C457/C457M (2016) Standard Test Method for Microscopical Determination of Parameters of the Air-Void System in Hardened Concrete

ASTM C494/C494M (2019) Standard Specification for Chemical Admixtures for Concrete

ASTM C496/C496M (2017) Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens

ASTM C595/C595M (2020) Standard Specification for Blended Hydraulic Cements

ASTM C618 (2019) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C666/C666M (2015) Resistance of Concrete to Rapid Freezing and Thawing

ASTM C805/C805M (2018) Standard Test Method for Rebound Number of Hardened Concrete

ASTM C989/C989M (2018a) Standard Specification for Slag Cement for Use in Concrete and Mortars

ASTM C1017/C1017M (2013; E 2015) Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1064/C1064M (2017) Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

ASTM C1077 (2017) Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM C1107/C1107M (2020) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

SECTION 03 31 30 Page 8

ASTM C1152/C1152M (2020) Standard Test Method for Acid-Soluble Chloride in Mortar and Concrete

ASTM C1157/C1157M (2020a) Standard Performance Specification for Hydraulic Cement

ASTM C1202 (2019) Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration

ASTM C1231/C1231M (2015) Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders

ASTM C1240 (2020) Standard Specification for Silica Fume Used in Cementitious Mixtures

ASTM C1260 (2014) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C1567 (2013) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

ASTM C1602/C1602M (2018) Standard Specification for Mixing Water Used in…