N6274220R1303_Amendment No. 0007.pdf

19RXXX1

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

RFP N62742-20-R-1303, NAVFAC WORK ORDER NUMBER 1606623, FY20 MCON PROJECT P-80300 EARTH COVERED MAGAZINES AT

ROYAL AUSTRALIAN AIR FORCE BASE, TINDAL, NORTHERN TERRITORY, AUSTRALIA

Continued on page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 04-Feb-2020

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 N6274220R1303

X 9B. DATED (SEE ITEM 11)

12-Dec-2019

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

04-Feb-2020

CODE

HAND DELIVER

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (ACQ33)

4256 RADFORD DR, BLDG 62

HONOLULU HI 96818-3296

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274220R1303

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

PROJECT TABLE OF CONTENTS

PROJECT TABLE OF CONTENTS is hereby deleted, and is replaced with the attached PROJECT TABLE OF CONTENTS Amendment 007.

SUBMITTAL REGISTER is hereby deleted, and is replaced with the attached SUBMITTAL REGISTER Amendment 007.

TEST REQUIREMENTS is hereby deleted, and replaced with the attached TEST REQUIREMENTS Amendment 007.

Section 32 11 36.13 LEAN CONCRETE BASE COURSE is hereby added to the Project Table of Contents.

Section 03 30 00 CAST-IN-PLACE CONCRETE is hereby deleted, and replaced with the attached Section 03 30 00 CAST-IN-PLACE CONCRETE Amendment 007.

Section 05 12 00 STRUCTURAL STEEL is hereby deleted, and replaced with the attached Section 05 12 00 STRUCTURAL STEEL Amendment 007.

Section 05 12 00.13 STRUCTURAL STEEL FOR ECM DOORS is hereby deleted, and replaced with the attached Section 05 12 00.13 STRUCTURAL STEEL FOR ECM DOORS Amendment 007.

Section 07 41 13 METAL ROOF PANELS is hereby deleted, and replaced with the attached Section 07 41 13 METAL ROOF PANELS Amendment 007.

Section 32 12 36.13 ASPHALTIC SEAL AND FOG COATS is hereby deleted, and replaced with the attached Section 32 12 36.13 ASPHALTIC SEAL AND FOG COATS Amendment 007.

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 30 January 2020:

NAVFAC DWG NO. TITLE

17237058 A-205 – OPTION ITEM No.1 – MAC SHELTER – EXTERIOR ELEVATIONS, Revised

30 Jan 20

FY20 MCAF PAF180300, APSI Earth Covered Magazines 1606623 RAAF Tindal, Australia

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 12 00.13 STRUCTURAL STEEL FOR ECM DOORS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 1 Amendment 007

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 44 16 FIRE EXTINGUISHERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16 SECONDARY UNIT SUBSTATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 BASE COURSE FOR RIGID PAVING

32 11 23 AGGREGATE BASE COURSES

32 11 36.13 LEAN CONCRETE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 36.13 ASPHALTIC SEAL AND FOG COATS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 47 16 GEOMEMBRANE LINERS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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FY20 MCAF PAF180300, APSI Earth Covered Magazines WFXO6303 February 04, 2020 5:17 PM

TEST REQUIREMENT LIST

This report lists all the test requirements cited in the text.

HINT: With this file opened as a report from the SI Processed Files folder, double-clicking a Section number will open the Section in the Editor.

SECTION: 02 41 00 SUBPART: 1.3

Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

SECTION: 02 41 00 SUBPART: 1.8

If necessary, the Contracting Officer may require the Contractor to install a temporary barricade at the Contractor's expense to control the spread of FOD potential debris.

SECTION: 03 30 00 SUBPART: 3.12.1

Collect samples of fresh concrete to perform tests specified.

SECTION: 03 30 00 SUBPART: 3.12.2.1

Take concrete samples during concrete placement/discharge.

SECTION: 03 30 00 SUBPART: 3.12.2.2

Test the concrete delivered and the concrete in the forms

SECTION: 03 30 00 SUBPART: 3.12.2.3

AS 1012. Make six 150 mm by 300 mm test cylinders for each set of tests in accordance with AS 1012. Take precautions to prevent evaporation and loss of water from the specimen. Test two cylinders at 7 days, two cylinders at 28 days, and hold two cylinders in reserve. Take samples for strength tests of each mix design and for concrete placed each day not less than once a day, nor less than once for each 75 cubic meters of concrete for the first 380 cubic meters, then every 380 cubic meters thereafter, nor less than once for each 500 square meters of surface area for slabs or walls. For the entire project, take no less than five sets of samples and perform strength tests for each mix design of concrete placed. Each strength test result must be the average of two cylinders from the same concrete sample tested at 28 days. Concrete compressive tests must meet the requirements of AS 1012. Retest locations represented by erratic core strengths.

SECTION: 03 30 00 SUBPART: 3.12.2.4

AS 1012.4 for normal weight concrete. Test air-entrained concrete for air content at the same frequency as specified for slump tests.

SECTION: 03 30 00 SUBPART: 3.12.2.5

Test/Requirements List Page 1Amendment 007

Determine unit weight of lightweight and normal weight concrete.

SECTION: 03 30 00 SUBPART: 3.12.2.6

Determine water soluble ion concentration in accordance with

ASTM C1218/C1218M.

SECTION: 03 30 00 SUBPART: 3.12.2.9

When there is evidence that strength of concrete structure in place does not meet specification requirements or there are non-conforming materials, make cores drilled from hardened concrete for compressive strength determination in accordance with AS 1012.14, and as follows:

Take at least three representative cores from each member or area of concrete-in-place that is considered potentially deficient.

Location of cores will be determined by the Contracting Officer.

Test cores after moisture conditioning in accordance with AS 1012 if concrete they represent is more than superficially wet under service.

Air dry cores, (16 to 27 degrees C with relative humidity less than 60 percent) for 7 days before test and test dry if concrete they represent is dry under service conditions.

Strength of cores from each member or area are considered satisfactory if their average is equal to or greater than 85 percent of the 28-day design compressive strength of the class of concrete.

SECTION: 03 45 33 SUBPART: 2.4.1

At the option of the Contracting Officer, precast units may be inspected by the Contracting Officer precast units must be inspected by the QC Representative prior to being transported to the job site.

SECTION: 03 45 33 SUBPART: 3.1

Prior to erection, and again after installation, precast members must be checked for damage, such as cracking, spalling, and honeycombing.

SECTION: 05 12 00 SUBPART: 3.7

Perform field tests, and provide labor, equipment, and incidentals required for testing. Notify the Contracting Officer in writing of defective welds, bolts, nuts, and washers within 7 working days of the date of the inspection.

SECTION: 05 12 00 SUBPART: 3.7.1.2

If more than 20 percent of welds made by a welder contain defects identified by testing, then all groove welds made by that welder must be tested by ultrasonic testing

SECTION: 05 12 00 SUBPART: 3.7.2.1

Test direct tension indicator washers

Page 2Amendment 007

SECTION: 05 12 00 SUBPART: 3.7.2.2

test in place the direct tension indicator gaps

SECTION: 05 12 00 SUBPART: 3.7.3.1

Test a minimum of 3 bolt, nut, and washer assemblies

SECTION: 05 12 00 SUBPART: 3.7.3.3

option to perform nondestructive tests on 5 percent of the installed bolts

SECTION: 05 12 00 SUBPART: 3.7.4

ASTM A143/A143M or AS 4100 for steel products hot-dip galvanized after fabrication.

SECTION: 05 12 00.13 SUBPART: 3.7

Perform field tests, and provide labor, equipment, and incidentals required for testing. Notify the Contracting Officer in writing of defective welds, bolts, nuts, and washers within 7 working days of the date of the inspection.

SECTION: 05 12 00.13 SUBPART: 3.7.1.2

If more than 20 percent of welds made by a welder contain defects identified by testing, then all groove welds made by that welder must be tested by ultrasonic testing

SECTION: 05 12 00.13 SUBPART: 3.7.2.1

Test direct tension indicator washers

SECTION: 05 12 00.13 SUBPART: 3.7.2.2

test in place the direct tension indicator gaps

SECTION: 05 12 00.13 SUBPART: 3.7.3.1

Test a minimum of 3 bolt, nut, and washer assemblies

SECTION: 05 12 00.13 SUBPART: 3.7.3.3

option to perform nondestructive tests on 5 percent of the installed bolts

SECTION: 05 12 00.13 SUBPART: 3.7.4

ASTM A143/A143M for steel products hot-dip galvanized after fabrication.

SECTION: 05 50 13 SUBPART: 3.5

Perform welding, welding inspection, and corrective welding in accordance with AWS D1.1/D1.1M or AS 1554.1 Clause 4.11.

SECTION: 05 52 00 SUBPART: 1.4.1

welding procedures testing

Page 3Amendment 007

SECTION: 05 52 00 SUBPART: 1.4.2

Submit certified welder qualification by tests in accordance with AWS D1.1/D1.1M or AS 1554.1, or under an equivalent approved qualification test.

SECTION: 07 13 53 SUBPART: 3.1

Notify the Contracting Officer of defects or conditions anticipated to prevent a satisfactory application.

SECTION: 07 13 53 SUBPART: 3.6

Notify the Contracting Officer 5 working days prior to date of performing tests. Before concealment, cover elastomeric waterproofing on horizontal surfaces over finished spaces with 75 mm of ponded water for 24 hours. Do not add water after start of 24 hour period. Accurately measure water level at beginning and end of 24 hour period. If water level falls, remove water and inspect waterproofing membrane. Make repairs or replacement as directed, and repeat test. Do not proceed with work that conceals membrane waterproofing before receiving approval and acceptance of the Contracting Officer.

SECTION: 07 13 53 SUBPART: 3.7

After installation has been inspected and approved by the Contracting Officer, apply a protective covering to the membrane waterproofing prior to backfilling.

SECTION: 07 41 13 SUBPART: 1.2.1.1

leakage test report

SECTION: 07 41 13 SUBPART: 1.2.1.2

wind uplift test report

SECTION: 07 60 00 SUBPART: 3.5

Establish and maintain a Quality Control Plan for sheet metal used in conjunction with roofing to assure compliance of the installed sheet metalwork with the contract requirements. Remove work that is not in compliance with the contract and replace or correct. Include quality control, but not be limited to, the following:

a. Observation of environmental conditions; number and skill level of sheet metal workers; condition of substrate.

b. Verification that specified material is provided and installed.

c. Inspection of sheet metalwork, for proper size(s) and thickness(es), fastening and joining, and proper installation.

SECTION: 26 11 16 SUBPART: 3.6.1

Perform in accordance with the manufacturer's recommendations

SECTION: 26 11 16 SUBPART: 3.6.2

Page 4Amendment 007

Upon completion of acceptance checks, settings, and tests, the Contractor shall show by demonstration in service that circuits and devices are in good operating condition and properly performing the intended function.

SECTION: 26 11 16 SUBPART: 3.6.2

Test shall require each item to perform its function not less than three times.

SECTION: 26 20 00 SUBPART: 3.5.1

Operate each device subject to manual operation at least five times, demonstrating satisfactory operation each time.

SECTION: 26 20 00 SUBPART: 3.5.2

Test wiring rated 600 volt and less to verify that no short circuits or accidental earths exist. Perform insulation resistance tests on wiring 16 mm2 and larger diameter using instrument which applies voltage of approximately 500 volts to provide direct reading of resistance.

SECTION: 26 20 00 SUBPART: 3.5.3

Test earthing system to ensure continuity, and that resistance to earth is not excessive.

SECTION: 26 27 14.00 20 SUBPART: 3.2.1

Perform in accordance with the manufacturer's recommendations

SECTION: 26 27 14.00 20 SUBPART: 3.2.1

Visual and mechanical inspection

SECTION: 26 27 14.00 20 SUBPART: 3.2.1

Electrical tests

SECTION: 26 27 14.00 20 SUBPART: 3.2.1

Electrical Tests

SECTION: 26 27 14.00 20 SUBPART: 3.2.2

System Functional Verification

SECTION: 26 41 00 SUBPART: 3.5.1

Test the lightning protection and earthing system to ensure continuity is not in excess of 1 ohm and that resistance to earth is not in excess of 10 ohms.

SECTION: 26 51 00 SUBPART: 3.1.2

Obtain approval of the exact mounting height on the job before commencing installation and, where applicable, after coordinating with the type, style, and pattern of the ceiling being installed.

SECTION: 26 56 00 SUBPART: 3.2

Page 5Amendment 007

Upon completion of installation, verify that equipment is properly installed, connected, and adjusted. Conduct an operating test after 100 hours of burn-in time to show that the equipment operates in accordance with the requirements of this section.

SECTION: 27 10 00 SUBPART: 2.10.1

Provide documentation of the testing and verification actions taken by manufacturer to confirm compliance with TIA-568-C.1, TIA-568-C.2, TIA-568-C.3, TIA-526-7 for single mode optical fiber cables.

SECTION: 27 10 00 SUBPART: 3.5.1

Perform telecommunications cabling inspection, verification, and performance tests in accordance with TIA-568-C.1, TIA-568-C.2, TIA-568-C.3.

SECTION: 27 10 00 SUBPART: 3.5.1.2

UTP backbone copper cabling shall be tested for DC loop resistance, shorts, opens, intermittent faults, and polarity between conductors, and between conductors and shield, if cable has overall shield. Test operation of shorting bars in connection blocks. Test cables after termination but prior to being cross-connected.

SECTION: 27 10 00 SUBPART: 3.5.1.2

For single-mode optical fiber, perform optical fiber end-to-end attenuation tests in accordance with TIA-568-C.3 and TIA-526-7 using Method B, OTDR for single-mode optical fiber. Perform verification acceptance tests.

SECTION: 27 10 00 SUBPART: 3.5.1.3

Perform testing for each outlet as follows:

SECTION: 27 10 00 SUBPART: 3.5.1.3

a. Perform Category 6 link tests in accordance with TIA-568-C.1 and TIA-568-C.2. Tests shall include wire map, length, insertion loss, NEXT, PSNEXT, ELFEXT, PSELFEXT, return loss, propagation delay, and delay skew.

SECTION: 27 10 00 SUBPART: 3.5.1.3

b. Optical fiber Links. Perform optical fiber end-to-end link tests in accordance with TIA-568-C.3.

SECTION: 27 10 00 SUBPART: 3.5.1.4

Perform verification tests for UTP and optical fiber systems after the complete telecommunications cabling and outlet/connectors are installed.

SECTION: 27 10 00 SUBPART: 3.5.1.4

a. Voice Tests. These tests assume that dial tone service has been installed. Connect to the network interface device at the demarcation point. Go off-hook and listen and receive a dial tone. If a test number is available, make and receive a local, long distance, and DSN telephone call.

Page 6Amendment 007

SECTION: 27 10 00 SUBPART: 3.5.1.4

b. Data Tests. These tests assume the Information Technology Staff has a network installed and are available to assist with testing. Connect to the network interface device at the demarcation point. Log onto the network to ensure proper connection to the network.

SECTION: 31 23 00.00 20 SUBPART: 3.3.1

Ensure that footing subgrades have been inspected and approved by the Contracting Officer prior to concrete placement.

SECTION: 31 23 00.00 20 SUBPART: 3.3.3

Removal of hard material and rock beyond lines and grades indicated will not be grounds for a claim for additional payment unless previously authorized by the Contracting Officer. Excavation of the material claimed as rock shall not be performed until the material has been cross sectioned by the Contractor and approved by the Contracting Officer. Common excavation shall consist of all excavation not classified as rock excavation.

SECTION: 31 23 00.00 20 SUBPART: 3.12.1

Take the number and size of samples required to perform the following tests.

SECTION: 31 23 00.00 20 SUBPART: 3.12.2

Perform one of each of the following tests for each material used. Provide additional tests for each source change.

SECTION: 31 23 00.00 20 SUBPART: 3.12.2.1

Test fill and backfill material in accordance with ASTM C136/C136M for conformance to ASTM D2487 gradation limits; ASTM D1140 for material finer than the 75 micrometers sieve; ASTM D4318 for liquid limit and for plastic limit; ASTM D698 or ASTM D1557 for moisture density relations, as applicable.

SECTION: 31 23 00.00 20 SUBPART: 3.12.2.2

Test select material in accordance with ASTM C136/C136M for conformance to ASTM D2487 gradation limits; ASTM D1140 for material finer than the 75 micrometers sieve; ASTM D698 or ASTM D1557 for moisture density relations, as applicable.

SECTION: 31 23 00.00 20 SUBPART: 3.12.2.3

Test density in accordance with ASTM D1556/D1556M, or ASTM D6938. When ASTM D6938 density tests are used, verify density test results by performing an ASTM D1556/D1556M density test at a location already ASTM D6938 tested as specified herein. Perform an ASTM D1556/D1556M density test at the start of the job, and for every 10 ASTM D6938 density tests thereafter. Test each lift at randomly selected locations every 200 square meters of existing grade in fills for structures and concrete slabs, and every 250 square meters for other fill areas and every 200 square meters of subgrade in cut.

Page 7Amendment 007

SECTION: 32 11 36.13 SUBPART: 3.9.2.1

Perform aggregate gradation testing on random samples obtained during the batching process. Perform additional aggregate and cement sampling and testing whenever there is a change of source or material deficiency.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

Perform laboratory testing on aggregates and cement samples from the materials to be used in the project prior to the start of construction.

During construction perform additional laboratory testing at no cost to the Government if concrete strength deficiency or other material defect is reported. Adjust the concrete mix as necessary to obtain specified concrete compressive strength.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

Measure the cement water ratio of lean concrete in accordance with ASTM C143/C143M. Determine slump of lean concrete at the start of each day's placement, on each random sample obtained, and for each set of concrete compressive strength test specimens cast.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

Determine air content in accordance with ASTM C173/C173M or ASTM C231/C231M.

Determine air content at the start of each day's lean concrete placement, on each random sample obtained, and for each set of concrete compressive strength test specimens. Report results in writing to the Government.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

Determine temperature of plastic lean concrete hourly at the point of discharge. During hot and cold weather periods, increase frequency of measurement as necessary to ensure concrete is placed within temperature specifications in ACI 305R or AS 1379.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

Measure the yield in accordance with ASTM C138/C138M, twice for each day's production of lean concrete, and whenever materials or mix proportions are changed.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

After curing, test the surface of the pavement with a straightedge or device to identify irregularities, if any. For a portion of the pavement containing irregularities greater than 6 mm in 3 m in a longitudinal or transverse direction, remove and replace the lean concrete, mechanically grind the lean concrete surface, or correct the surface using an approved method.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

Obtain 10 mm diameter core samples to determine the in place thickness of the lean concrete base course. Obtain cores in accordance with ASTM C42/C42M. Repair the core holes with non-shrink grout. The tolerance for any one core in a test section is 12 mm. The average of all core lengths within a test section must be the specified base material

Page 8Amendment 007 thickness indicated on the approved project drawings. When determining the average, assign cores with a length of more than 12 mm greater than the specified base thickness a length of the specified thickness plus 12 mm.

If the measured base course thickness is less than that shown on the drawings by more than 12 mm, remove the deficient areas and replace with lean concrete of the specified strength, quality and thickness at no additional cost to the Government. When a core indicates unsatisfactory thickness, determine the limits of the base course to be removed and replaced as follows: Take one core 4.5 m of the deficient location in both directions from the unsatisfactory core until satisfactory thickness is indicated; remove and replace base course for the full width of the lane where a core indicated unsatisfactory thickness. Determine length of cores in accordance with ASTM C174/C174M. Submit copies of each of the coring reports , in triplicate, and include the following information:

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

(1) Date lean concrete represented by core was placed.

(2) Date core was taken.

(3) Location of core - lane number, station number.

(4) Length of core.

(5) Condition of core - appearance, concrete texture, honeycombed.

(6) Disposition of core - In Contracting Officer or Contractor possession.

SECTION: 32 11 36.13 SUBPART: 3.9.2.2

ASTM C39/C39M. Fabricate four compressive strength test specimens per set in accordance with ASTM C31/C31M. Test one specimen at 7 days and three at 28 days. If the testing agency elects to cast 150 mm x 300 mm test specimens only two specimens are required to be tested at 28 days;

therefore, the set size may be reduced to three specimens. Sample lean concrete delivered to the jobsite, perform the prescribed field tests, and fabricate one set of compressive strength test specimens for every 400 cubic yds of lean concrete placed but not less than once for each day's placement. For evaluation purposes, use the average of all 28-day compressive strength test results for each set of specimens. If the average of the 28-day compressive strength test results for a set, or multiple sets, of specimens is below the specified minimum compressive strength by more than 700 kPa, take a minimum of three ASTM C42/C42M core samples from the in-place work represented by the low test results and perform compressive strength tests. Consider the lean concrete test section represented by the core samples as acceptable if the average of the compressive strengths is at least the minimum specified compressive strength on the contract documents and that no core is more than 700 kPa below the specified minimum compressive strength Retest locations represented by irregular core tests. Removed and replace at no cost to the Government the lean concrete sections failing to meet the specified minimum compressive strength after additional testing. Use additional

Page 9Amendment 007 coring and compressive strength testing as necessary at no additional cost to the Government to delineate areas requiring removal and replacement or remove the entire portion represented by the deficient set of specimens of subsequent test cores. Repair core holes with non shrink grout.

SECTION: 32 12 13 SUBPART: 3.6

FIELD QUALITY CONTROL

SECTION: 32 12 13 SUBPART: 3.7.2

Calibration Test

SECTION: 32 12 13 SUBPART: 3.7.3

Trial Applications

SECTION: 32 12 13 SUBPART: 3.7.4

Sampling and Testing During Construction

SECTION: 32 12 36.13 SUBPART: 3.3.1.1

Perform gradation tests in accordance with ASTM C136/C136M. Perform a minimum of three gradations for each day's run. Repeat the gradation test when the source of materials is changed. When deficiencies are found, retest the material already placed to determine the extent of the unacceptable material. Replace all in-place unacceptable material at no additional expense to the Government.

SECTION: 32 12 36.13 SUBPART: 3.3.1.2

Perform abrasion resistance tests in accordance with ASTM C131/C131M.

Perform one test prior to start of work. If sources of aggregate are changed, conduct an abrasion resistance test prior to using another source.

SECTION: 32 12 36.13 SUBPART: 3.4

Prior to applying the seal coat, place a test section at least 30 meters long by 6 meters wide using the approved job materials and roll them in accordance with the specified requirements. Perform tests to determine the application rates of the bitumen and aggregate. If the tests indicate that the seal coat test section does not conform to the specification requirements, make necessary adjustments to the application equipment and to the spreading and rolling procedures, and construct additional test sections for conformance to the specifications. Where test sections do not conform to specification requirements, remove seal coat at no expense to the Government; no separate payment will be made for seal coat materials and labor, either in placement or removal of any test section.

Perform quality control sampling and testing during construction as required in paragraph FIELD QUALITY CONTROL above.

SECTION: 32 13 13.06 SUBPART: 3.3.5

Vibrating equipment of a type approved by the Contracting Officer may be used to consolidate concrete in unreinforced pavement slabs less than 150 mm thick.

SECTION: 32 13 13.06 SUBPART: 3.5.1

Page 10Amendment 007

Transverse rotating tube or pipe is not permitted unless approved by the Contracting Officer.

SECTION: 32 13 13.06 SUBPART: 3.7.2

The Contractor's approved laboratory must perform concrete slump tests in accordance with ASTM C143/C143M. Take samples for slump determination from concrete during placement. Perform tests at the beginning of a concrete placement operation and for each batch (minimum) or every 16 cubic meters (maximum) of concrete to ensure that specification requirements are met. In addition, perform tests each time test beams and cylinders are made.

SECTION: 32 13 13.06 SUBPART: 3.7.3

The Contractor's approved laboratory must test for flexural strength in accordance with ASTM C78/C78M. Make four test specimens for each set of tests. Test two specimens at 14 days, and the other two at 28 days.

SECTION: 32 13 13.06 SUBPART: 3.7.4

Test air-entrained concrete for air content at the same frequency as specified for slump tests. Determine percentage of air in accordance with ASTM C231/C231M on samples taken during placement of concrete in forms.

SECTION: 32 13 13.06 SUBPART: 3.7.9

Inspect dowel placement prior to placing concrete to assure that dowels are of the size indicated, and are spaced, aligned and painted and oiled as specified. Dowels must not deviate from vertical or horizontal alignment after concrete has been placed by more than 3 mm per 300 mm.

SECTION: 32 92 19 SUBPART: 2.1.1

Field mixes will be acceptable when field mix is performed on site in the presence of the Contracting Officer.

SECTION: 33 40 00 SUBPART: 3.9.1.1

HYDROSTATIC TEST ON WATERTIGHT JOINTS

SECTION: 33 40 00 SUBPART: 3.9.1.2

Leakage Test

SECTION: 33 40 00 SUBPART: 3.9.1.3

Determination of Density

SECTION: 33 40 00 SUBPART: 3.9.1.4

deflection test

SECTION: 33 71 02 SUBPART: 2.16.1

Manufacturer must test one sample assembly consisting of a straight lead tube 305 mm long with a 65.5 mm outside diameter, and a 3.175 mm thick wall, and covered with one-half lap layer of arc and fireproofing tape per

Page 11Amendment 007 manufacturer's instructions.

SECTION: 33 71 02 SUBPART: 3.7

Test existing duct lines with a mandrel and thoroughly swab out to remove foreign material before pulling cables.

SECTION: 33 71 02 SUBPART: 3.18.2

Upon completion of acceptance checks and tests, show by demonstration in service that circuits and devices are in good…