W912P8-17-B-0007-0001_Released.pdf

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

Reference Solicitation No. W912P8-17-B-0007 New Orleans to Venice Hurricane Protection Project, NOV-NF-W-06b.1 Woodpark Floodw alls, Plaquemines Parish, Louisiana. The subject solicitation is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 01-Dec-2016

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 W912P8-17-B-0007

X 9B. DATED (SEE ITEM 11)

09-Nov-2016

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 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

01-Dec-2016

CODE

USACE, CONTRACTING DIVISION

ATTN: HPO CT VICKSBURG

4155 CLAY STREET

VICKSBURG MS 39183-3435

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION 00010

Delete pages 00010-3 and 4 in their entirety and substitute the attached revised pages 00010-3 and 4 therefore.

SECTION 09 97 02.01

Page 19, paragraph 3.5. Delete this paragraph in its entirety and substitute the following therefore:

“3.5 PAINTING SCHEDULES

SYSTEM NO. 6

Items or surfaces to be coated: pipe piles (exterior only); and PZ-22 sheet piles (both sides) starting at three inches above the top of the stabilization slab and continuing down the pile for a linear distance of 15 feet.

SURFACE

PREPARATION 1st COAT 2nd COAT 3rd COAT

White metal blast cleaning Coal tar- epoxy C- 200a (black)

Coal tar- epoxy C-200a (black)

Coal tar- epoxy C-200a (black) (if needed to attain required thickness)”

SECTION 31 23 16.16 12

Page 2, paragraphs 1.2.1 and 1.2.2. Delete these paragraphs in their entirety and substitute the following therefore:

“1.2.1 Structural Excavation

No separate measurement or payment will be made for structural excavation; excavation for the removal of preload embankment material; and non-select backfill. Payment for these items of work shall be distributed throughout the existing bid items.”

1.2.2 Embankment Backfill

No separate measurement or payment will be made for embankment backfill. Payment shall be distributed throughout the existing bid items.

1.2.3 Excavation and Removal of the Temporary Access Road

No measurement will be made for excavation for the removal of the temporary access road.

Payment will be will be made at the contract unit price per job for “Removal of Temporary

Access Road”. Price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and performing all operations necessary for excavation, hauling, and removal of surfacing material, separator geotextile, the temporary 24-inch corrugated metal pipe, embankment material; and other incidental work required to remove the temporary access road; as specified herein and as shown on the drawings.”

DRAWINGS

SHEET IDENTIFICATION Nos. S-500 and S-501. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. S-500 and S-501 therefore.

W912P8-17-B-0007 REVISED AM01 00010-3 ED 14-029

SECTION 00010 – BIDDING SCHEDULE

Hurricane Protection System, NOV-NF-W-06B.1, Woodpark Floodwalls, Plaquemines Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Video and Photographic Documentation 1 JOB

0003 Web Camera System 1 JOB

0004 Traffic Control 1 JOB

0005 Temporary Retaining Structure 1 JOB

0006 Silt Fences 4,150 LF

0007 Truck Wash-Down Rack 1 JOB

0008 Demolition 1 JOB

0009 24-Inch RCP 770 LF

0010 42-Inch RCP 352 LF

0011 35 x 24 Inch Arch RCP 55 LF

0012 Catch Basin with Type B Grate 3 EA

0013 8 Ft. x 6 Ft. Manhole 1 EA

0014 8 Ft. x 8 Ft. Manhole 1 EA

0015 Adjusting Catch Basin 3 EA

0016 Reinforced Concrete Floodwall 1 JOB

0017 Miscellaneous Metalwork 1 JOB

0018 Separator Geotextile 1,800 SY

0019 Reinforcement Geotextile 13,100 SY

0020 Clearing and Grubbing 1 JOB

0021 Excavation, New Drainage Ditch 524 CY

W912P8-17-B-0007 REVISED AM01 00010-4 ED 14-029

0022 Embankment, Compacted Fill

0022AA First 65,000 CY 65,000 CY

0022AB All Over 65,000 CY 15,000 CY

0023 Embankment, Uncompacted Fill 4,000 CY

0024 Grouted Riprap 370 CY

0025 Piling, Steel Sheet, Type PZ-22 112,166 SF

0026 Compression Pile Test

0026AA First Pile Test 1 EA

0026AB All Over First Pile Test 1 EA

0027 Tension Pile Test

0027AA First Pile Test 1 EA

0027AB All Over First Pile Test 1 EA

0028 Load Frame and Test Piles 1 JOB

0029 Furnish Steel Pipe Piles 69,206 LF

0030 Drive Steel Pipe Piles 69,206 LF

0031 Asphaltic Paving 9,640 SY

0032 Surfacing

0032AA First 3,600 CY 3,600 CY

0032AB All Over 3,600 CY 500 CY

0033 Wire Mesh Fence 70 LF

0034 Barbed Wired Fencing 500 LF

0035 Farm Gates 2 EA

0036 Turf Establishment and Maintenance 12.5 AC

0037 Sodding 3,550 SY

0038 12-inch Water Main 1 JOB

0039 Exterior Lighting 1 JOB

0040* Removal of Temporary Access Road 1 JOB

TOTAL $

* Denotes a change from the previous Bidding Schedule.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" if used elsewhere within these plans and specifications.

W912P8-17-B-0007 REVISED AM01 00010-5 ED 14-029

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPaym ent.aspx http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

W912P8-17-B-0007 REVISED AM01 00010-6 ED 14-029

EVALUATION OF SUBDIVIDED ITEMS.

Item Nos. 0022, 0026, 0027, and 0032 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS.

The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. 0022, 0026, 0027, and 0032.

a. Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

b. Where the actual quantity of work performed for Item Nos. 0022, 0026, 0027, and 0032 is less than 85% of the quantity of the first sub-item listed under such items, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

c. If the quantity of work performed under Item Nos. 0022, 0026, 0027, and 0032 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(End of Clause)

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SUPPORT BEAM

C L T

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REACTOR BEAM

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FLANGE ASSEMBLY

TYPICAL WIDE

NTS

GROUND SURFACE

MEMBERS

LOADING FRAME

STIFFENER PLATES

TOP BEARING PLATE

FOR RIGIDITY

CROSS-CONNECTIONS

(STEEL OR WOOD)

REFERENCE BEAM

FIXED END

SUPPORT

REFERENCE BEAM

PILE

TEST

PLATE

BOTTOM BEARING

GAGE LOAD CELL

ELECTRICAL STRAIN

FOR TEST LOAD

REACTOR BEAMS

NTS

TEST APPARATUS

B

CL

PLATE

BEARING

HEAD

SELF-LEVELING BEARING

HYDRAULIC JACK WITH

THE CONTRACTOR HAS THE OPTION OF USING REACTION

PILES IN LIEU OF THE LOADING FRAME. (SEE SPECIFICATIONS)

SUPPORT BEAM

SUPPORT PILE

BLOCKING

GROUND SURFACE

PLATE

BOTTOM BEARING

(STEEL OR WOOD)

REFERENCE BEAM

SUPPORT

REFERENCE BEAM

PLATE

TOP BEARING

GAGE LOAD CELL

ELECTRICAL STRAIN

LOADING FRAME

(SEE NOTE)

DEAD LOAD

STIFFENER PLATES

REACTOR BEAM W/

BEARING HEAD

W/ SELF-LEVELING

HYDRAULIC JACK

PILE

OPPOSITE SIDES OF

ASSEMBLY LOCATED

DIAL GAGE

A

A

NTS

SUPPORT PILES

GROUND SURFACE

DEAD LOAD

SOIL OR STEEL)

(WATER, ROCK, CONCRETE,

LOAD MATERIAL

MEANS OF PROVIDING DEAD

WEIGHTED BOX-ALTERNATIVE

MEMBERS

LOADING FRAME

SUPPORT BEAM

DEAD LOAD WEIGHT OPTIONAL.

CONTRACTOR CAN USE WEIGHTED

BOX METHOD OR MATERIAL ON

HAND THAT WILL RESULT IN

REQUIRED DEAD LOAD. (EXAMPLE OF

WEIGHTED BOX SHOWN IN SECTION A)

MEMBERS

LOADING FRAME

UNLESS NOTED MANDATORY.

IS FOR ILLUSTRATION PURPOSES ONLY,

THE LOADING FRAME AND TEST APPARATUS

TEST PILE

SEE NOTE 4

SECTION

SECTION

1. LOADING FRAME SHOWN WITHOUT DEAD LOAD.

2. CONTRACTOR TO PROVIDE PILE LAYOUT FOR EACH PARTICULAR DEAD LOAD TEST.

3. SECURE DEAD WEIGHT LOAD TO LOADING FRAME WITH CHAINS AND BINDERS.

4. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY OF THE CONTRACTOR

AND MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

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MANDATORY LOADING FRAME NOTES:

NOTE:

DEAD LOAD NOTES:

8'-0" MIN 8'-0" MIN

8'-0" MIN 8'-0" MIN

NTS

LOADING FRAME

ELEVATION

:1

B

S-500

H S -5 d g n

TEST PILE SCHEDULE

PILE NUMBER PILE TYPE REQ'D. TIP EL. TYPE OF TEST SERVICE LOAD

C-2 (OPT.)

C-1

COMPRESSION

COMPRESSION

A .G .W

/1

/2

-110.0'

-100.0'

(MANDATORY) (MANDATORY)

OR 5*D OF TEST PILE OR 5*D OF TEST PILE

(MANDATORY)

OR 5*D OF TEST PILE

(MANDATORY)

OR 5*D OF TEST PILE

SIDES OF PILE

LOCATEDOPPOSITE

DIAL GAGE ASSEMBLY

54 TONS

54 TONS

BY CONTRACTOR

TOP OF CASING TO BE DETERMINED

DETERMINED BY CONTRACTOR

TOP OF TEST PILE TO BE

DETERMINED BY CONTRACTOR

GROUND ELEVATION TO BE

CASING STEEL PILE

CASING DETAIL

PILE TEST (SEE NOTE 3)

SUPPORT DURING

TEST PILE LATERAL

FOR SMOOTH SURFACE

REFERENCE BEAM

MIRROR TAPED TO

BOTTOM OF CASING EL. -28 FT.

APPROVED METHOD

BY AUGER OR OTHER

INSTALLED. REMOVE SOIL

CASING HAS BEEN

SOIL REMOVED AFTER

NTS

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DRIVING THE TEST PILES.

WATER ELEVATION INSIDE THE CASING AT THE GROUND SURFACE WHILE

GROUND SURFACE ELEVATION. THE CONTRACTOR SHALL MAINTAIN THE

CASING WITH WATER TO MAINTAIN A WATER ELEVATION AT THE

12. WHILE REMOVING SOIL FROM THE CONTRACTOR SHALL BACKFILL THE

TOP.

11. ALL TEST PILES SHALL EXTEND A MINIMUM OF 3FT ABOVE THE CASING

SOLIDS PER GALLON.

THE RESULTING SLURRY SHALL HAVE NO LESS THAN 12 POUNDS OF

PRODUCE A SLURRY VISCOUS ENOUGH TO THOROUGHLY FILL THE VOIDS.

BENTONITE, AND SIX PARTS SAND, MIXED WITH ENOUGH WATER TO

SLURRY SHALL CONSIST OF ONE PART CEMENT, TWO PARTS THE

WITH A BENTONITE SLURRY AFTER THE TESTING HAS BEEN COMPLETED.

THE VOID BETWEEN THE CASING AND TEST PILE SHALL BE BACKFILLED10.

EL. -2.5 FT

CASING SHALL BE ABANDONED INPLACE. CUT PILES AND CASING TO

AFTER PILES LOAD TESTING, THE REACTION PILES, TEST PILES, AND 9.

ALL TEST PILES REQUIRE THE USE OF A STEEL CASING.8.

7. SEE SHEET C-105 FOR PILE TEST LOCATION.

ACCORDING TO THE TEST PILE SCHEDULE BELOW.

TEST PILES AND OPTIONAL TEST PILES SHALL BE DRIVEN AND TESTED 6.

OFFICER FOR APPROVAL.

OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE CONTRACTING

DESIGN OF THE TEST APPARATUS PILE SET-UP IS THE RESPONSIBILITY5.

TEMPERATURE VARIATIONS.

SHALL BE FREE TO MOVE AS THE LENGTH OF BEAMS CHANGE WITH

IF STEEL REFERENCE BEAMS ARE USED, ONE END OF EACH BEAM4.

THE ENTIRE AREA OF LOAD TEST FRAME.

THE DIRECT EFFECTS OF THE WEATHER. TARPAULINS SHALL COVER

BY CONTRACTOR TO PROTECT THE MEASURING EQUIPMENT FROM

A TARPAULIN OF MINIMUM DIMENSION 12' X 12' SHALL BE INSTALLED3.

READINGS ON THE OPPOSITE SIDES OF THE PILE ARE NECESSARY.2.

WILL BE AWAY FROM THE BEAM.

AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE MOVEMENT

RESTING ON THE REFERENCE BEAM IN THE COMPRESSED POSITION

DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH THE STEM1.

MANDATORY TEST APPARATUS NOTES:

NEW ORLEANS DISTRICT

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W912P8-17-B-0007 REVISED <<00010-3>> ED 14-029

S-501

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CONNECTED TO

STABILIZER PLATE

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YOKE PLATES

CL TEST PILE

SUPPORT BEAM

SUPPORT PILES

REACTOR BEAM

PLAN

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ELECTRICAL STRAIN

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SELF-LEVELING

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TOP YOKE PLATE

STEEL RODS

BEAM

REACTOR

SUPPORT BEAM

SUPPORT PILE

GROUND SURFACE

BOTTOM YOKE PLATE

PLATES

STIFFENER

SIDES OF PILE

LOCATED OPPOSITE

DIAL GAGE ASSEMBLY

TO BOTTOM YOKE PLATE

STRAP PLATES ATTACHED

BEAM SUPPORT

REFERENCE

(SEE SPECS)

PINS

OR WOOD)

BEAM (STEEL

REFERENCE

NTS

LOADING FRAME

ELEVATION

CL

A B

8'-0" MIN8'-0" MIN

SUPPORT PILES

GROUND SURFACE

SUPPORT BEAM

TO SUPPORT BEAM

STABILIZER PLATES CONNECTED

REACTOR BEAM

CL

A

NTS

REACTOR BEAM

CL

TOP YOKE PLATE

STEEL RODS

HEAD

SELF-LEVELING BEARING

HYDRAULIC JACK W/

STIFFENER PLATES

OPPOSITE SIDES OF PILE

DIAL GAGE ASSEMBLY LOCATED

BEAM FOR SMOOTH SURFACE

MIRROR TAPED TO REFERENCE

SEE NOTE 4

BOTTOM YOKE PLATE

TO BOTTOM YOKE PLATE

STRAP PLATE ATTACHED

(STEEL OR WOOD)

REFERENCE BEAM

FOR RIGIDITY

CROSS-CONNECTIONS

TEST PILE

GROUND SURFACE

8'-0" MIN 8'-0" MIN

FIXED END

SUPPORT

REFERENCE BEAM

B

NTS

TEST APPRARATUS

UNLESS NOTED MANDATORY.

IS FOR ILLUSTRATION PURPOSES ONLY,

THE LOADING FRAME AND TEST APPARATUS

(SEE SPECS)

PINS

SUPPORT BEAM.

STABILIZER PLATES CONNECTED TO

SECTION SECTION

(MANDATORY)

(MANDATORY)

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(MANDATORY)(MANDATORY)

1. DIAL GAGE SHOULD BE ATTACHED TO

THE PILE W/ THE STEM RESTING ON THE

REFERENCE BEAM IN THE COMPRESSED

POSITION AND ON THAT SIDE OF THE

REFERENCE BEAM WHERE THE MOVEMENT

WILL BE AWAY FROM THE BEAM.

2. READINGS ON THE OPPOSITE SIDES OF THE

PILE ARE NECESSARY.

3. A TARPAULIN OF MINIMUM DIMENSION

12' X 12' SHALL BE INSTALLED BY THE

CONTRACTOR TO PROTECT THE MEASURING

EQUIPMENT FROM THE DIRECT EFFECTS OF

THE WEATHER.

4. IF STEEL REFERENCE BEAMS ARE USED, ONE

END OF EACH BEAM SHALL BE FREE TO MOVE

AS THE LENGTH OF BEAMS CHANGE WITH

TEMPERATURE VARIATIONS.

5.

1. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY

MANDATORY LOADING FRAME NOTE:

MANDATORY TEST APPARATUS NOTES:

SCHEDULE)

TEST PILE

(FOR TIP EL SEE

TEST PILE

GAGE LOAD CELL

ELECTRICAL STRAIN

H S -5 d g n

OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE

CONTRACTING OFFICER FOR APPROVAL.

7.

6.

TEST PILE SCHEDULE

PILE NUMBER PILE TYPE REQ'D. TIP EL. TYPE OF TEST SERVICE LOAD

T-2 (OPT.)

T-1

TENSION

TENSION

A .G .W

/1

/2

-110.0'

-100.0'

OR 5*D OF TEST PILE OR 5*D OF TEST PILE

OR 5*D OF TEST PILE OR 5*D OF TEST PILE

SEE SHEET C-105 FOR PILE TEST LOCATION.

ACCORDING TO THE TEST PILE SCHEDULE BELOW.

TEST PILES AND OPTION TEST PILES SHALL BE DRIVEN AND TESTED

OFFICER FOR APPROVAL

AND MUST BE SUBMITTED TO THE CONTRACTING

IS THE RESPONSIBILITY OF THE CONTRACTOR

DESIGN OF THE TEST APPARATUS PILE SET-UP

43 TONS

43 TONS

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W912P8-17-B-0007 REVISED <<00010-3>> ED 14-029