SOLICITATION_AMENDMENT-0001.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

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

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

16C. DATE SIGNED

BY

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 W912EQ-16-B-0008

X 9B. DATED (SEE ITEM 11)

08-Aug-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 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

23-Aug-2016

CODE

US ARMY ENGINEER DISTRICT, MEMPHIS

167 N MAIN STREET B202

MEMPHIS TN 38103-1894

W912EQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

LEVEE GRAVEL RESURFACING

AMENDMENT 0001 1 of 15 W912EQ-16-B-0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0001

AMENDMENT 0001 2 of 15 W912EQ-16-B-0008

W912EQ-16-B-0008

AMENDMENT 0001

LEVEE GRAVEL RESURFACING

DESCRIPTION OF CHANGES

SPECIFICATION CHANGE

1. SECTION 32 15 00.00 AGGREGATE SURFACE COURSE

a. Paragraph 1.1 References: Delete ASTM D1556 “(2015) Density and Unit Weight Soil in

Place by Sand-Cone Method” and ASTM D1557 “(2012) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)”.

b. Paragraph 1.2 Submittals: Delete SD-06 Test Reports; Density Tests: G; “Calibration curves and related test results prior to using the device or equipment being calibrated.

Copies of field test results within 24 hours after the tests are performed. Test results from samples, not less than 30 days before material is required for the work. Results of laboratory tests for quality control purposes, for approval, prior to using the material.”

c. Paragraph 1.3 Quality Control: Sub-paragraph (1) rewritten to read, “Inspection of the existing surface preparation for proper drainage as shown on the construction plans.

Grading of any pot holes, or rutted areas on existing surface to provide drainage, required thickness of gravel, and an even riding surface.”

d. Paragraph 1.6.2.1 Gradation: Gradation tests shall be performed every 5,000 tons of material. Replaced the term “questionable” with “unsuitable” in last sentence of paragraph.

e. Paragraph 1.6.2.3 Degree of Compaction: Paragraph deleted.

f. Paragraph 1.6.2.4 Density Tests: Paragraph deleted.

g. Paragraph 2.1.2 Fine Aggregates: Fine aggregates shall have a Plasticity Index of not less than 4 and no more than 9.

h. Paragraph 2.1.3 Gradation Requirement: Delete 3” permissible passing requirement from Table 1. Gradation for Aggregate Surface Courses.

i. Paragraph 2.2 Liquid Limit and Plasticity Index Requirements: Paragraph deleted.

j. Paragraph 3.6 Grade Control: Tolerance limits for grading changed from ±1/2 in. to +

1/2" measured from grade to top of gravel surface course.

k. Paragraph 3.10 Thickness Control: Paragraph rewritten to read, “The completed thickness of the aggregate surface course shall be within 1/2 inch, plus, of the thickness indicated on the plans. The thickness of the aggregate surface course shall be measured at intervals in such manner that there will be a thickness measurement for at least each 500 square yards of the aggregate surface course. The thickness measurement shall be made by test holes at least 3 inches in diameter through the aggregate surface course.

When the measured thickness of the aggregate surface course is more than 0 inch

AMENDMENT 0001 3 of 15 W912EQ-16-B-0008 deficient in thickness, the Contractor, at no additional expense to the Government, shall correct such areas by scarifying, adding mixture of proper gradation, reblading, and recompacting, as directed. Where the measured thickness of the aggregate surface course is more than 1/2 inch thicker than that indicated, it shall be considered as conforming with the specified thickness requirements plus 1/2 inch. The average job thickness shall be the average of the job measurements determined as in the construction plans, but shall be within 1/4 inch of the thickness indicated. When the average job thickness fails to meet this criterion, the Contractor shall, at no additional expense to the Government, make corrections by scarifying, adding or removing mixture of proper gradation, and reblading and recompacting, as directed.”

l. Paragraph 3.11 Compaction: Delete sentence, “Compaction shall continue until each layer through the full depth is compacted to at least 100 percent of laboratory maximum density.”

m. Submittal Register: Removed Density Testing from register.

AMENDMENT 0001 4 of 15 W912EQ-16-B-0008

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 15 00.00 11

AGGREGATE SURFACE COURSE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY CONTROL

1.4 EQUIPMENT

1.5 APPROVAL OF MATERIALS

1.6 SAMPLING AND TESTING

1.6.1 Sampling

1.6.2 Testing

1.6.2.1 Gradation

1.6.2.2 Liquid Limit and Plasticity Index

1.6.2.3 Wear Test

1.6.2.4 Smoothness Test

1.6.2.5 Government Testing

PART 2 PRODUCTS

2.1 AGGREGATES

2.1.1 Coarse Aggregates

2.1.2 Fine Aggregates

2.1.3 Gradation Requirements

PART 3 EXECUTION

3.1 WEATHER LIMITATIONS

3.2 CLEARING AND DEBRIS REMOVAL

3.3 USE OF HAUL ROADS

3.4 STOCKPILING MATERIALS

3.5 SUBGRADE

3.6 GRADE CONTROL

3.7 MIXING AND PLACING MATERIALS

3.8 PLACEMENT

3.9 LAYER THICKNESS

3.10 THICKNESS CONTROL

3.11 COMPACTION

3.12 EDGES OF AGGREGATE-SURFACED ROAD

3.13 MAINTENANCE

-- End of Section Table of Contents --

SECTION 32 15 00.00 11 Page 1

AMENDMENT 0001 5 of 15 W912EQ-16-B-0008

SECTION 32 15 00.00 11

AGGREGATE SURFACE COURSE

PART 1 GENERAL

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.

ASTM INTERNATIONAL (ASTM)

ASTM C117 (2013) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

ASTM C131/C131M (2014) Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C136 (2014) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM D3740 (2012a) Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM D422 (1963; R 2007; E 2014; E 2014)

Particle-Size Analysis of Soils

ASTM D4318 (2005) Liquid Limit, Plastic Limit, and Plasticity Index of Soils

ASTM D75/D75M (2014) Standard Practice for Sampling Aggregates

ASTM E11 (2015) Wire Cloth and Sieves for Testing Purposes

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Equipment

SECTION 32 15 00.00 11 Page 2

AMENDMENT 0001 6 of 15 W912EQ-16-B-0008

List of proposed equipment to be used in performance of construction work including descriptive data.

SD-04 Samples

Representative Sample of the Aggregate Surfacing; G

Submit suitable samples prior to delivery of any such material to the worksite if stone is not from one of the stone sources posted at http://155.76.117.11/conops/MVDStoneLST.htm.

SD-06 Test Reports

Sampling and Testing

Records and Tests

Gradation Test; G

Copies of field test results within 24 hours after the tests are performed. Test results from samples, not less than 30 days before material is required for the work. Results of laboratory tests for quality control purposes, for approval, prior to using the material.

1.3 QUALITY CONTROL

The Contractor shall establish and maintain quality control for the work specified in this section to assure compliance with contract requirements and maintain records of his quality control for all construction operations including but not limited to the following:

(1) Inspection of the existing surface preparation for proper drainage as shown on the construction plans. Grading of any pot holes, or rutted areas on existing surface to provide drainage, required thickness of gravel, and an even riding surface.

(2) Note the date of aggregate delivery, and the source from which the aggregate originated.

(3) Proper placement of materials including: width, thickness, distribution, compaction, final grading, and maintenance.

A copy of these drawings, Records and Tests, as well as the records of corrective action taken, shall be furnished to the Government.

1.4 EQUIPMENT

All plant, equipment, and tools used in the performance of the work covered by this section will be subject to approval by the Contracting Officer before the work is started and shall be maintained in satisfactory working condition at all times. The equipment shall be adequate and shall have the capability of producing the required compaction, and meeting the grade controls, thickness controls, and smoothness requirements set forth herein.

1.5 APPROVAL OF MATERIALS

The material source to be used for producing aggregates shall be selected

SECTION 32 15 00.00 11 Page 3

AMENDMENT 0001 7 of 15 W912EQ-16-B-0008 well in advance of the material being required in the field. For sources for material that meet the quality requirements see the paragraph entitled, "STONE SOURCES" in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS.

Approval of sources not already approved by the Corps of Engineers will be based upon tests for gradation, liquid limit, and plasticity index performed on samples taken from the completed and compacted surface course.

1.6 SAMPLING AND TESTING

Sampling and testing shall be the responsibility of the Contractor. A Representative Sample of the Aggregate Surfacing shall be taken by the Contractor under the supervision of the Contracting Officer. All costs of the sampling and testing, except as specified in "Government Testing" below, shall be borne by the Contractor and no separate payment will be made therefore. Sampling and testing shall be performed by an approved commercial testing laboratory in accordance with the paragraphs entitled, "Testing Procedure" and "Testing Laboratories" in Section 01 45 04.00 11 CONTRACTOR QUALITY CONTROL. If the Contractor elects to establish his own testing facilities, approval of such facilities will be based on compliance with ASTM D3740. No work requiring testing will be permitted until the Contractor's facilities have been inspected and approved.

1.6.1 Sampling

Sampling for material gradation, liquid limit, and plastic limit tests shall be taken in conformance with ASTM D75/D75M. When deemed necessary, the sampling will be observed by the Contracting Officer.

1.6.2 Testing

It is important that both field density tests and laboratory tests be conducted on the same materials.

1.6.2.1 Gradation

Aggregate gradation shall be made in conformance with ASTM C117, ASTM C136, and ASTM D422. Sieves shall conform to ASTM E11. Prior to delivery of any material to the job site, the aggregate shall be tested for compliance with the specifications by an approved commercial testing laboratory. Gradation tests shall be performed before each 5,000 tons of material is delivered to the job site. In the event a noticeable change in the aggregate is observed during placement, testing shall be performed at the direction of the Contracting Officer regardless of the quantity of aggregate delivered.

Certified results of the tests shall be submitted to the Contracting Officer for approval before the next 5,000 tons of material is delivered to the job site. When a noticeable change is observed during placement of the aggregate, samples shall be obtained from the delivery truck and a Gradation Test shall be performed by the Contractor. The Contracting Officer will determine whether a representative of the Government will be present. If any testing or sampling is done without a representative of the Government, then these results shall be submitted for Government Approval.

If this test fails to meet the requirements, then the unsuitable aggregate shall be removed from the job site.

1.6.2.2 Liquid Limit and Plasticity Index

Liquid limit and plasticity index shall be determined in accordance with

ASTM D4318.

SECTION 32 15 00.00 11 Page 4

AMENDMENT 0001 8 of 15 W912EQ-16-B-0008

1.6.2.3 Wear Test

Wear tests shall be made in conformance with ASTM C131.

1.6.2.4 Smoothness Test

The surface of each layer shall not show any deviations in excess of 1/2 inch when tested with a 10 foot straightedge applied both parallel with and at right angles to the centerline of the area to be paved. Deviations exceeding this amount shall be corrected by the Contractor by removing material, replacing with new material, or reworking existing material and compacting, as directed.

1.6.2.5 Government Testing

When samples for testing are taken, the Contractor shall take samples for assurance testing to be performed by and at the expense of the Government.

The Contractor shall deliver such samples to:

NAME: Mr. Steve Shankle, Area Engineer ADDRESS: Caruthersville, MO Area Office

706 Harry S. Truman Boulevard Caruthersville, Missouri 63830-1268

TELEPHONE: (901) 544-3074 OR (573) 333-1043.

Notice of assurance sample deliveries shall be given to the Area Engineer prior to delivery.

PART 2 PRODUCTS

2.1 AGGREGATES

Aggregates shall be composed of crushed limestone gravel. All materials shall be free from organic matter, lumps or balls of clay, objectionable coatings, and other foreign materials. The material shall conform to the requirements as specified by "Coarse Aggregates", "Fine Aggregates" and ASTM D422. All aggregate furnished under this contract shall comply favorably with representative samples as to quality, gradation, and moisture content. The Contractor shall be responsible for obtaining materials that meet the specification and can be used to meet the grade and smoothness requirements specified herein.

2.1.1 Coarse Aggregates

Coarse aggregate is defined as aggregate retained on the No. 10 (2.00mm) sieve. Coarse aggregates shall be reasonably uniform in density and quality. Coarse aggregate shall consist of hard, durable particles or fragments of stone or gravel. Materials that are soft, pliable, or subject to rapid deterioration when exposed to weathering shall not be used. The coarse aggregate shall have a percentage of wear not to exceed 50 percent after 500 revolutions as determined by ASTM C131/C131M. The amount of flat and/or elongated particles shall not exceed 20 percent. A flat particle is one having a ratio of width to thickness greater than three; an elongated

SECTION 32 15 00.00 11 Page 5

AMENDMENT 0001 9 of 15 W912EQ-16-B-0008 particle is one having a ratio of length to width greater than three. When the coarse aggregate is supplied from more than one source, aggregate from each source shall meet the requirements set forth herein.

2.1.2 Fine Aggregates

Fine aggregate is defined as aggregate passing the No. 10 (2.00mm) sieve.

Fine aggregate shall consist of natural or crushed sand, and also shall include fine particles passing the No. 200 (0.075 mm) sieve. The fraction of the material passing the No. 200 (0.075 mm) sieve shall be no more than two-thirds that of the fraction passing the No. 40 (0.425 mm) sieve. That portion of the aggregate passing the No. 40 (0.425 mm) sieve shall have a liquid limit of not more than 35 and a plasticity index of not less than 4 nor more than 9, as determined by ASTM D4318. However, if crushed stone is used, the plasticity index shall be between 0 and 15.

2.1.3 Gradation Requirements

Gradation requirements specified in TABLE I shall apply to the completed aggregate surface. It shall be the responsibility of the Contractor to obtain materials that will meet the gradation requirements after mixing, placing, compacting, and other operations. TABLE I shows permissible gradations for granular material used in aggregate surface roads. Sieves shall conform to ASTM E11.

TABLE I. GRADATION FOR AGGREGATE SURFACE COURSES

U.S. Standard Sieve Permissible Limits Sieve Designation Percent By Weight, Passing

1-1/2 in. 95 - 100 3/4 in. 65 - 100 3/8 in. 40 - 80 No. 4 (4.75mm) 30 - 60 No. 10 (2.00mm) 20 - 50 No. 40 (0.425mm) 15 - 35 No. 200 (0.075mm) 5 - 15

PART 3 EXECUTION

3.1 WEATHER LIMITATIONS

Aggregate surface courses shall not be constructed when the ambient temperatures is below 35 degrees F and on subgrades that are frozen or contain frost. It shall be the responsibility of the Contractor to protect, by approved method or methods, all areas of surfacing that have not been accepted by the Contracting Officer. Surfaces damaged by freeze, rainfall, or other weather conditions shall be brought to a satisfactory condition by the Contractor.

3.2 CLEARING AND DEBRIS REMOVAL

All grass, weeds, sod, and other debris shall be cleared from the subgrade prior to placement of aggregate surface material. Debris resulting from clearing operations shall be removed from the project right-of-way, in compliance with all Federal, State, and local laws. Care should be taken to not disturb the levee side slopes. Any damage to the levee side slopes shall be repaired at the Contractor's expense and to the Contracting

SECTION 32 15 00.00 11 Page 6

AMENDMENT 0001 10 of 15 W912EQ-16-B-0008

Officer's satisfaction.

3.3 USE OF HAUL ROADS

The Contractor shall acquaint himself with load limits and other regulations applicable to his use of public roads and/or highways for deliveries to be made under this contract and shall comply with all such load limits and regulations. Haul roads on the levee and its appurtenances which are used by the Contractor shall be maintained by him in a condition satisfactory for vehicular traffic. The Contractor shall not operate hauling equipment on the levee slopes except at ramps.

3.4 STOCKPILING MATERIALS

Prior to any stockpiling of material, the storage sites shall be cleared and leveled by the Contractor. All materials shall be stockpiled in the manner and at locations approved by the Contracting Officer. Aggregates shall be stockpiled in such a manner that will prevent segregation.

Aggregates and binders obtained from different sources shall be stockpiled separately.

3.5 SUBGRADE

The subgrade shall be symmetrical about the centerline of the levee and shall be prepared as indicated on the drawings and so that drainage will occur each way from the centerline. Subgrade shall be graded and smooth. The subgrade shall be in a satisfactory condition for receiving the aggregate for a distance of at least 1500 feet in advance of the placing of the resurfacing material. All potholes and ruts in the existing roadway surface shall be repaired in advance of resurfacing by removing any soft material in and/or adjacent to the potholes and ruts and by placing and compacting aggregate until the damaged area is restored to the same elevation as the surrounding undamaged road surface. The potholes and ruts shall be dry at the time of repair.

3.6 GRADE CONTROL

During construction, the lines and grades including crown and cross slope indicated for the aggregate surface course shall be maintained by means of line and grade stakes placed by the Contractor. A tolerance of plus 1/2 inch from the required finish surface of the aggregate surfacing will be allowed provided these extremes do not occur adjacent to each other, and neither extreme exists over more than 10 percent of the total area.

3.7 MIXING AND PLACING MATERIALS

The materials shall be mixed and placed to obtain uniformity of the material and a uniform optimum water content for compaction. The Contractor shall make adjustments in mixing, placing procedures, or in equipment to obtain the true grades, to minimize segregation and degradation, to obtain the desired water content, and to ensure a satisfactory surface course.

3.8 PLACEMENT

(1) Aggregate shall be placed and spread upon the subgrade in the amount required to produce a pavement with width and compacted thickness as indicated on the drawings. The placement shall be commenced at the nearest point of delivery of the aggregate surfacing material, and shall be carried

SECTION 32 15 00.00 11 Page 7

AMENDMENT 0001 11 of 15 W912EQ-16-B-0008 continuously away from such point. Placing of aggregate will not be allowed when the roadway surface, in the opinion of the Contracting Officer, is too wet to place aggregate. Reaches of surfacing shall be graded and dressed to provide a slope each way from the centerline.

(2) No un-spread aggregate shall be left in a piled condition overnight.

By the end of each workday, all aggregate surfacing hauled and placed shall be spread and blended into the existing levee roadway surface and ramps.

At no time under this contract shall aggregate surfacing be dumped and left at the end of the workday without being placed as specified above.

(3) In the event aggregate is hauled over rolled or completed portions of the resurfacing, such portions shall be subsequently graded, dressed and rolled again as specified herein above at no additional cost to the Government.

3.9 LAYER THICKNESS

The aggregate surface course shall be placed on the subgrade in layers of uniform thickness. When a compacted layer of 6 inches or less is specified, the material may be placed in a single layer; when a compacted thickness of more than 6 inches is required, no layer shall exceed 6 inches nor be less than 3 inches when compacted.

3.10 THICKNESS CONTROL

The completed thickness of the aggregate surface course shall be within 1/2 inch, plus, of the thickness indicated on the plans. The thickness of the aggregate surface course shall be measured at intervals in such manner that there will be a thickness measurement for at least each 500 square yards of the aggregate surface course. The thickness measurement shall be made by test holes at least 3 inches in diameter through the aggregate surface course. When the measured thickness of the aggregate surface course is more than 0 inch deficient in thickness, the Contractor, at no additional expense to the Government, shall correct such areas by scarifying, adding mixture of proper gradation, reblading, and recompacting, as directed.

Where the measured thickness of the aggregate surface course is more than 1/2 inch thicker than that indicated, it shall be considered as conforming with the specified thickness requirements plus 1/2 inch. The average job thickness shall be the average of the job measurements determined as in the construction plans, but shall be within 1/4 inch of the thickness indicated. When the average job thickness fails to meet this criterion, the Contractor shall, at no additional expense to the Government, make corrections by scarifying, adding or removing mixture of proper gradation, and reblading and recompacting, as directed.

3.11 COMPACTION

Each layer of the aggregate surface course shall be compacted with approved compaction equipment. The reaches shall be compacted by four passes of a pneumatic tired roller having tire pressure of 35 to 40 pounds per square inch and a gross weight of not less than 20,000 pounds or by other approved compacting equipment which will obtain comparable compaction. A pass of the roller shall consist of the completed coverage of the surface by the roller. The compaction passes of the roller shall not be performed when the material is so wet that it is displaced under the roller or when the material is too dry for proper bonding. The water content during the compaction procedure shall be maintained at optimum or at the percentage specified by the Contracting Officer. In locations not accessible to the

SECTION 32 15 00.00 11 Page 8

AMENDMENT 0001 12 of 15 W912EQ-16-B-0008 rollers, the mixture shall be compacted with mechanical tampers. Any materials that are found to be unsatisfactory shall be removed and replaced with satisfactory material or reworked to produce a satisfactory material.

3.12 EDGES OF AGGREGATE-SURFACED ROAD

Approved aggregate material shall be placed along the edges of the defined aggregate surface course in such quantity as to compact to the thickness of the course being constructed. The aggregate material shall slope at 2(H):1(V) from the top of the aggregate surface coarse to existing grade.

3.13 MAINTENANCE

The aggregate surface course shall be maintained in a condition that will meet all specification requirements until accepted.

-- End of Section --

SECTION 32 15 00.00 11 Page 9

AMENDMENT 0001 13 of 15 W912EQ-16-B-0008

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

Emergency Gravel Levee Repair

00 70 00.00 11 SD-07 Certificates

1.6 GCertificate or Written Evidence of

Insurance GField Notes and All Other

Records Relating to the Survey 00 80 00.00 11 SD-01 Preconstruction Submittals

1.7 GActivity Hazard Analysis

1.7 GAccident Prevention Program

1.7 GHazard Communication Program

1.24 GList of all Personnel, Vehicles

and Equipment SD-02 Shop Drawings

1.10 FIOShop Drawings

SD-03 Product Data

1.7 FIOMaterial Safety Data Sheets of

Each Substance

SD-11 Closeout Submittals

1.11 GFinal As-Built Drawings

1.7 FIOFindings of the Accident

Investigation 01 45 02.00 11 SD-01 Preconstruction Submittals

1.7.3 GContractor Quality Control (CQC)

Plan

1.7.1.1 FIOContractor Administrative Data

SD-07 Certificates

1.7.2.2 FIOPayment Requests

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

AMENDMENT 0001 14 of 15 W912EQ-16-B-0008

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

Emergency Gravel Levee Repair

01 45 02.00 11 1.10 FIOPayment Requests

1.10 FIOSchedule Updates

01 45 04.00 11 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan 01 57 20.00 11 SD-01 Preconstruction Submittals

1.6 G CAEnvironmental Protection Plan

32 15 00.00 11 SD-03 Product Data

1.4 FIOEquipment

SD-04 Samples

1.6 GRepresentative Sample of the

Aggregate Surfacing

SD-06 Test Reports

1.6 FIO

1.3 FIO

1.6.2.1 G

Sampling and Testing Records and Tests Gradation Test

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

AMENDMENT 0001 15 of 15 W912EQ-16-B-0008