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23.

24.

25.

26.

list of work not completed. With respect to work listed by the City of Nashua as incomplete,
Independent Contractor shall promptly complete the work and the final acceptance procedure
shall be repeated. The date of final acceptance of a project by the City of Nashua shall be the date
upon which the Board of Public Works or other designated official accepts and approves the
notice of completion.

TAXES Independent Contractor shall pay all taxes, levies, duties, and assessments of every
nature due in connection with any work performed under the contract and make any and all
payroll deductions required by law. The contract sum and agreed variations to it shall include all
taxes imposed by law. Independent Contractor hereby indemnifies and holds harmless the City of
Nashua from any liability on account of any and all such taxes, levies, duties, assessments, and
deductions.

NON-WAIVER OF TERMS AND CONDITIONS None of the terms and conditions of this contract
shall be considered waived by the City of Nashua. There shall be no waiver of any past or future
default, breach, or modification of any of the terms and conditions of the contract unless
expressly stipulated to by the City of Nashua in a written waiver.

RIGHTS AND REMEDIES The duties and obligations imposed by the contract and the rights and
remedies available under the contract shall be in addition to and not a limitation of any duties,
obligations, rights, and remedies otherwise imposed or available by law.

PROHIBITED INTERESTS Independent Contractor shall not allow any officer or employee of the
City of Nashua to have any indirect or direct interest in this contract or the proceeds of this
contract. Independent Contractor warrants that no officer or employee of the City of Nashua has
any direct or indirect interest, whether contractual, noncontractual, financial or otherwise, in this
contract or in the business of Independent Contractor. If any such interest comes to the attention
of Independent Contractor at any time, a full and complete disclosure of the interest shall be
immediately made in writing to the City of Nashua. Independent Contractor also warrants that it
presently has no interest and that it will not acquire any interest, direct or indirect, which would
conflict in any manner or degree with the performance of services required to be performed under
this contract. Independent Contractor further warrants that no person having such an interest shall
be employed in the performance of this contract. If City of Nashua determines that a conflict
exists and was not disclosed to the City of Nashua, it may terminate the contract at will or for
cause in accordance with paragraph 8.

In the event Independent Contractor (or any of its officers, partners, principals, or employees
acting with its authority) is convicted of a crime involving a public official arising out or in
connection with the procurement of work to be done or payments to be made under this contract,
City of Nashua may terminate the contract at will or for cause in accordance with paragraph 8.
Upon termination, Independent Contractor shall refund to the City of Nashua any profits realized
under this contract, and Independent Contractor shall be liable to the City of Nashua for any costs
incurred by the City of Nashua in completing the work described in this contract. At the
discretion of the City of Nashua, these sanctions shall also be applicable to any such conviction
obtained after the expiration or completion of the contract.

Independent Contractor warrants that no gratuities (including, but not limited to, entertainment or
gifts) were offered or given by Independent Contractor to any officer or employee of the City of
Nashua with a view toward securing a contract or securing favorable treatment with respect to the
awarding or amending or making of any determinations with respect to the performance of this
contract. If City of Nashua determines that such gratuities were or offered or given, it may
terminate the contract at will or for cause in accordance with paragraph 8.

GC 10 of 11

EXHIBIT B

Test results shall be provided to the City within 5 calendar days from asphait pickup.
Results received after 5 calendar days will not be accepted.

Please refer to the attached, “2016 NHDOT Section 400 Pavements” specifications.

Table 1! below lists streets being paved and the number of sample locations per street.
Streets are subject to change and contract will be adjusted accordingly.

Payment for testing will be per each (Ea) and shall include all materials, labor, and
equipment necessary to complete that portion of the bid schedule. One payment will
be made for each gradation, binder content, bulk density, and theoretical maximum
density test result received within the specified time frame in the format approved by
the Engineer.

Asphalt Pickup:

Asphalt pick up shall include all materials, labor, equipment, and transportation
necessary to pick up asphalt samples and transport them back to the lab for testing.
Samples will include loose asphalt and 6” cores. The pickup location will be at 9
Riverside St, Nashua, NH 03062. Samples will be picked up no later than 24 hours
after the request to pick them up and shall be delivered to the lab for testing within 24
hours of pickup.

The individual picking up the samples will be required to sign a document certifying
they were received. Any samples lost or damaged will be retaken by the testing
agency at no cost to the City.

Payment for asphalt pickup will be per each (Ea) and include all materials, labor,
equipment, and transportation necessary to complete that portion of the bid schedule.

Invoicing:

Contractor shall provide an invoice once per month. A draft invoice shall be sent to
the Engineer for review and approval before the final version is sent to the Accounts
Payable Department. Invoices sent to Accounts Payable prior to Engineer approval
will be rejected.

Invoices must include an accounting of all bid form items being billed for that month
as well as a running total of all items billed in previous months. Items in the invoice
that are not on the bid form will not be paid. The testing agency shall submit sample
invoice form for review by the Engineer two weeks after the Preconstruction
Meeting.

Scope of Services May 10, 2018

EXHIBIT C SECTION 401

SECTION 40] -- PLANT MIX PAVEMENTS — GENERAL
SECTION 403 -- HOT BITUMINOUS PAVEMENT
SECTION 410 -- BITUMINOUS SURFACE TREATMENT
SECTION 421 -- PLANT MIX SURFACE TREATMENT
SECTION 413 -- HGT-POURED CRACK SEALANT
SECTION 417 -- COLD PLANING BITUMINOUS SURFACES

SECTION 401 -- PLANT MIX PAVEMENTS ~— GENERAL

Description 3.4 Batching Plants —- General.
15 Performance Requirements (QC/QA). 33 Drum Mix Plants ~ General.
. 3.6 Mixing Temperature.
Materials .
3.6.1 Method Requirements.
2.1 Aggregates — General. -
_ : 3.6.2 Performance Requirements {QC/QA).
2.2 Bituminous Materials — General.
. 3.7 Hot Storage System — General.
2.3 Approval of Materials - Method —— :
. 3.8 Weighing and Hauling — General.
Requirements. 3.9 Vehicl G \
wes , ; ehicles — General,
2.4 Composition of Mixtures - General. — oo =
3.10 Placing—General.

2.5 Job Mix — General.
2.6 Method Requirements.
. Pavers.
2.7 Performance Requirements (QC/QA). ra 11 Pe hall be:
2.10 Allowed Recycled Materials — General. 457 Methad Reaun :
. il. q
2.10.2 Reclaimed Asphalt Pavement (RAP}. — ethed neauirements

2.11 = Asphalt Modifiers. abe —
2.12 Pavement Joint Adhesive. SA6 Sompaction.

3.12.2 Method Requirements.

. |

10.7 Weather Limitations.

Ww
w yw i

Construction Requin ements 3.12.3 Performance Requirements (QC/QA).
3.1 Mixing Plants. 3.13 Joints - General.

3.1.1 General. 14 ~~ Variations in Profile and Cross Slope —
3.1.2 Method Requirements. Method (See 3.17.3.4.1).

3.1.3 Performance Requirements (QC/QA). 17 Additional Performance Requirements
3.1.4 Safety Requirements for Inspection — {QC/OA}.

General. 3.17.1 Quality Control,

3.1.5 Scheduling Inspection Personnel - 3.17.2 Quality Assurance.

General. 3.17.3 Acceptance Testing

3.1.6 Access ta Production Facilities - General.
3.1.7 Field Laboratories — General. Method of Wieosurement
3.2 Storage of Asphalt Binder — General. Basis of Payment
3,3 Control of Asphalt Binder — General.
Description
1.1 These specifications include general requirements that are applicable to all types of plant mix asphalt pavements
irrespective of the gradation of aggregate, kind and amount of asphalt binder, or pavement use. Deviations from these general
requirements will be indicated in the specific requirements for each type.

1.2 These specifications provide for the use of reclaimed asphalt pavement material in certain specified mixtures,

1.3. This work shall consist of the construction of one or more courses of asphalt pavement constructed on a prepared foundation
in accordance with these specifications and the specific requirements of the type under Contract. The work shall be in reasonably

2016 NHDOT
Go To=) TOC Division 100 Division 200 Division 300 Division 400 Standard
Division 500 = Division 600 Division 70G Specifications

SECTION 401

close conformance with the lines, grades, thickness, and typical cross-sections shown on the plans, within the tolerances specified
or established by the Engineer.

1.4 These specifications provide for both method and quality control/quality assurance (QC/QA) specification work. Sections
under the heading Performance Requirements (QC/QA) are applicable on QC/QA items only. Sections marked Quality Control
(QC/QA) Method are applicable for non-QC/QA items and those portions of QC/QA items that are not measured for pay
adjustment. All sections under the heading General are for use with all items.

1.5 Performance Requirements (QC/QA).

1.5.1 The work will be accepted under Performance Requirements (QC/QA) provisions in accordance with these Specifications
and the applicable requirements of Section 106.

(a) The QC/QA Tier 1 item is to be used on specified projects that are on new locations, interstate projects, full depth
reconstruction projects in rural areas or on reclamation projects in rural areas.

(b) The QC/QA Tier 2 item is to be used on specified projects that are inlay type projects, full depth reconstruction projects
with maintenance of traffic phasing, projects with intersecting streets, projects with pavement tapers, bridge projects
with short approach paving, projects where there are many manhole/drainage structures or driveways (generally in urban
and suburban areas).

QUALITY/PAY FACTORS TO BE ASSESSED

Tier 1 Tier 2
Asphalt Content and Gradation ee
Ride Quality
/ Thickness x

Materials
2.1 Aggregates ~ General.

2.1.1 Aggregates shail be uniform quality durable pebbles or fragments of rock, with or without sand or other inert finely
divided mineral aggregate. All material shall be free from clay balls, organic matter, deleterious substances, and an excess of
flat or elongated pieces as specified in ASTM D 4791. Washing will not be required, except when aggregate plants do not
produce clean material by the dry process method. In order to obtain uniformity of color and appearance of the pavement
throughout the project, the aggregate for all the wearing courses shall be obtained from the same material source. Sufficient
material shall be on hand prior to starting daily operations to ensure uninterrupted processing for the working day.

2.1.2 Fine aggregate shall consist of sound durable particles of sand, crushed stone, or a combination thereof. Fine
aggregate shall be free from clay balls and injurious amounts of organic matter. Stone screening shall be produced from stone
at least equal in quality to that specified for coarse aggregate.

2.1.2.1 Fine aggregate may be 100 percent manufactured aggregate.

2.1.3 Mineral filler shall conform to AASHTO M 17 except that 100 percent shall pass the No 16 sieve, waiving the
requirement for the No. 30 sieve.

2.1.4 Coarse aggregate shall be crushed stone or crushed gravel and shall have a percentage of wear as determined by
AASHTO T 96 of not more than 45 percent unless otherwise specitied by Contract item. In each stockpile, not less than 50
percent by weight of the particles retained on the No. 4 sieve shall have at least one fractured face. Stockpiles consisting of a
blend of crushed stone and crushed gravel will be permitted so long as the overall consistency of the stockpile is reasonably
maintained and the lesser portion of coarse aggregate material does not exceed 10 percent of the total. This percentage shall be
determined on the portion of the total sample by weight that is retained on the No. 4 laboratory sieve.

2.1.4.1 Coarse aggregate for High Strength HBP shall be crushed stone and shal] have a percentage of wear as determined
by AASHTO 96 of not more than 45 percent wear.

2.2 Bituminous Materials — General.

2.2.1 Bituminous materials used for asphalt cement binder shall meet the properties specified in AASHTO M 320. The
grade of asphalt cement binder to be used will be specified in a Special Provision contained in the Proposal. Asphalt cement
shall not be air blown or contain any form of used, recycled or re-refined oil.

2016 NHDOT
GoTo=9) TOC Division 100 Division 200 Division 3UG Division 400 Standard
Division 300 = Division 600 Division 700 Specifications

SECTION 401

2.2.1.1 The unit bid price for hot bituminous pavement containing failing asphalt binder shall be assessed a 10% reduction
for one temperature grade below the specified high temperature grade or one temperature grade above the specified low
temperature grade. The penalty will be applied to all tonnage produced with the non-compliant binder. When the binder failure
is non-compliant by two grades or more, as described above, the Contractor shall be required to remove and replace all non-
compliant materia! at the Contractor’s expense, or at the Engineer’s discretion, may be allowed to leave the tonnage in place at
a unit price reduction of 50%.

2.2.2 Liquid binder samples shall be obtained by plant personnel in the presence of the Inspector/Technician. Samples
shall be obtained during each day’s production.

2.2.3. Producers and suppliers of asphalt binders shall comply with the requirement of AASHTO R 26. Asphalt binder
suppliers shall have a quality control plan approved by the Bureau of Materials and Research that complies with AASHTO R 26.

2.2.3.1 All suppliers of PG binder shall certify that the PG binder supplied for use on Department projects does not contain
used, recycled or re-refined oil.

2.3 Approval of Materials - Method Requirements.

2.3.1 At least five working days in advance of the date of starting operations, the Bureau of Materials & Research may
request that representative samples of all materials proposed for use be submitted for testing,

2.4 Composition of Mixtures - General.

2.4.1 Hot mix asphalt shall be composed of a mixture of aggregate, filler if required, and asphalt binder. The several
aggregate fractions shall be sized, uniformly graded, and combined in such proportions that the resulting mixture meets the
grading requirements of the job mix formula. The Contractor shall use the Volumetric Mix Desi gn Method in AASHTO Standard
Practice R 35 as moditied herein.

2.4.2 The Contractor shall have the option of utilizing asphalt pavement removed under the Contract, if any, or old asphait
pavement from an existing stockpile or supplying all new materials for the production of asphalt pavement or any combination
of the foregoing. If the job mix formula uses recycled materials, the mix shall meet the requirements of Reclaimed Asphalt
Pavement as specified in 2.9.

2.4.3 The Department allows the use of recycled binder in mix designs, up to 1.0% Total Reused Binder (TRB) without
any change in asphalt binder requirements as long as the mix design meets all volumetric mix design criteria. When a design
has been completed using the maximum allowable percentage of TRB, one point verifications may be performed using decreasing
percentages of TRB. Ifthe design is not validated using a decreased amount of TRB, a new design will be required.

2.5 Job Mix— General.

2.5.1 When a new volumetric mix design is required, the Contractor shall use the Volumetric Mix Design Method in
AASHTO Standard Practice R 35 to develop a mix that meets the associated design criteria. The Mix design shall follow the
procedure detailed in AASHTO with the following exceptions: Amend Table 1 Superpave Gyratory Compaction Effort to read
as follows:

Design ESALs
(Million) N initial N design N max
OSS BO
>5 7 75 115
Add the following:
Minimum Binder Content
20 Gyration 7S Gyration
5.8% 1/2” 5.5%
AM AP 4% _—
4.6% 1” 43%

This required minimum asphalt content is based on the use of aggregate with a specific gravity of 2.65 to 2.70. The minimum
asphalt content requirement may be adjusted when aggregate with a higher specific gravity is used, or the minimum may be
adjusted at the Engineer’s discretion if it is believed to be in the best interest of the Department.

2016 NHDOT
GoTo=> TOC Division 100 Division 200 Division 300 Division 400 Standard
Division $00 Division 600 Division 700 Specifications

SECTION 401

Amend Table 3 in AASHTO M 323, referenced in AASHTO R 335, to read as follows:
Table 401-1 —Design Control Points*

Standard Nominal Maximum Aggregate Size
—— a= — — ae | ern ae a ~ 3/4" See enn mepen ay /0 — "3/99 “oe 1 No. 4
Sieves i
cee ge pene enn Max | Min | Max. | Min. | Max | Min, 7 Max. | Min. | Min.
Inch Percentage by Weight Passing Criteria (Control Points)
Ja 90.0 100.07 90.0 FF 100.0)
en ns co 90.0 97.0 90.0
O | 42.0 | 32, 2.0 1 96.0 165.0
Sd, | oe
Le 26.0 |
IE a 20.0
; 80 | 20 | 100 | 20 | 100 | 20 1 80. 40

All mix designs shall be submitted to the Department for verification and approval.

* Superpave designs will be accepted through the restricted zone, pending verification and approval by the Bureau of
Materials & Research. The Contractor shall submit compaction data from trial blends at the optimum asphalt content and at
0.5% below and above the optimum asphalt content. The data shall include the temperature at which the HMA was aged.

2.5.1.1 All 25 mm base course mixes shall be designed using the 50 gyration Neesign-
2.5.2 The Design Information shall include:

(a) Asphalt Binder

(b) PG Test Data

{c) Specitic Gravity

{d) Laboratory Mix/Compaction Temperature

(e) Aggregate

(f) Dry and Washed Gradation

(g) Bulk and Apparent Specific Gravity

(h) All appropriate consensus properties

i) Blends

(j) Baghouse material from the plant shall be incorporated into the mix design. The amount of baghouse material
should be based on estimated usage or experience.

{k) Moisture susceptibility according to AASHTO T 283.

Along with the design information, Materials & Research (M&R) requires 2 quarts of the designated asphalt binder, 4
preblended aggregate specimens for gyratory and 2 preblended aggregaie specimens, suitable for AASHTO T-209 when mixed
with the appropriate asphalt, in order to verify the design. M&R will accept the mix design based on the submitted information
meeting the mix requirements and on verification of the mix volumetrics of the submitted specimen. If the verification samples
indicate voids between 3.0 and 5.5 percent, and the Voids in Mineral Aggregate (VMA) and Voids Filled with Asphalt (VFA)
fall within the specified limits, then the design will be accepted. Once accepted, the approved mix design is the job mix formula
(JMF). If the voids are outside the aforementioned range or the VMA or VFA are outside the specified limits, the design will be
rejected. M&R may elect to verify the design again.

2.5.3. The proposed mix designs and materials shall be submitted to the Engineer a minimum of 20 working days before
placement for approval. It shall be the responsibility of the Contractor to ensure all approved mix designs have been entered into
the plant automation system before production begins. The Contractor will also be required to post a copy of the JMF in the DOT
testing laboratory.

2016 NHDOT
GoTo=%> TOC Division 100 Division 200 Division 300 Division 400 Standard
Division 500 Division 600 Division 700 Specifications

SECTION 401
2.5.4 Whenever the aggregate properties change enough to negate the project’s existing design, a new design shall be
submitted.

2.5.5 Hf it becomes necessary to change the asphalt binder grade or the source of aggregate, a new mix design shall be
developed. Up to 14 calendar days will be required to evaluate a change. Approved changes in target values will not be applied
retroactively for acceptance or payment. If it becomes necessary to change the source of asphalt binder, the Contractor must
submit recent quality test results from the manufacturer for the asphalt binder including a temperature viscosity curve.

2.5.6 The Contractor shall perform a single point verification of an existing project mix design at the beginning of a new
construction season to determine if the design remains valid. If the design is validated, the data from the single point verification
shall be submitted to the Department. If the design cannot be validated, a new design shall be developed.

2.5.7. The Bureau of Materials and Research may require the use of certain chemical additives.

2.5.8 The laboratory performing the design shall be approved by the Department. To obtain the Department’s approval, a
laboratory must demonstrate that it is equipped, staffed, and managed so as to be able to produce job mix formulas and test hot
asphalt mix in accordance with these Specifications. Approval for each laboratory shall remain in effect for a period of one year.

2.6 Method Requirements.
2.6.1 Stockpiled coarse aggregate shall meet the requirements of Table 401-2.
Table 401-2 -- Percent Passing

: BaseMix ; Binder Mix | Wearing Mix Wearing Mix
Sieve Size LO" a Wr 3/8”
as ap pep
LL 1/4" i 90. 0 - 100 '
oP 50.0 88.0100 .
3/4 1 - 10.0 - 50.0 + 90.0-100° | :
pe oa en i007 cece
ee ee 950-100
Fe ee wt. 22.0-53.0
No. 8 © 0-50 0-50 ; 0 - 10.0

2.6.2 After the job mix formula (JMF) is established, all mixtures furnished for the project shall conform within the following
ranges of tolerances:

Passing No. 4 and larger sieves £7,0 percent
“Passing? No. 8 No. 100 sieves (inclusive) _ _£4.0 percent _ a
Passing No.” 200, sieve - tL,

“Asphalt binder i (sti‘C;;!!!!;C OA percent — —

Temperature of mixture E90 OF (ii °C)

2.6.3 When Non-compliant test results, or other conditions make it necessary, it shall be the responsibility of the Contractor to
make all adjustments required to ensure the mix conforms to the JMF.

If two consecutive non-compliant results occur, the Engineer may stop production until satisfactory corrective action has
been taken. A 5% reduction in unit price will be assessed to all tonnage represented by consecutive gradation failures and a 10%
reduction will be assessed to all tonnage represented by consecutive asphalt binder content failures. At the Engineer's discretion,
the Contractor may be required to remove non-compliant material (no payment will be made for this material or its removal).

Contractor quality control personnel will not be required to be on site during production of non-quality control projects, but
contract information shall be posted in the testing lab.

2.7 Performance Requirements (QC/QA).

2.7.1 After any new changed job mix formula is established, all mixtures furnished for the project shall conform thereto,
within the gradation and asphalt binder content reject limits in Table 401-6 in 3.17.3.1.1. Specification limits for pay adjustments
under Performance Requirements (QC/QA) provisions shall be as set forth in Table 401-5 in 3.17.3.1.1.

2016 NHDOT
Go To= TOC Division 100 Division 200 Division 300 Division 400 Standard
Division 500 = Division 600 Division 700 Specifications

SECTION 401

2.7.2. The general composition limits given in Table 411-1 indicate target value ranges of mixtures permissible under
Section 411. The job mix formula shall lie within the target value ranges indicated for the particular type of hot asphalt mix.

2.8 General - Bridge pavement base course shail be 3/8” wearing course.

2.9 General - Non-modified asphalt binder shall contain silicone additive with the concentration being 3 parts per million plus
or minus 1 part per million of silicone to asphalt binder, unless otherwise directed. Silicone additive shall be in liquid form and
have a viscosity of 1,000 centipoises (1 Pas) at 77 °F. Asphalt binder containing silicone shall meet the requirements of 401.2.2

2.10 Allowed Recycled Materials — General.

2.10.1 Reclaimed asphalt pavement (RAP) may be used in the production of hot mix asphalt. The allowed dust to asphalt
ratio shall be as identified in AASHTO M 323. The maximum allowable total reused “ asphalt” binder (TRB) in HMA mixes
shall be 1.5%. Any changes in the combination of recycled materials shall require a new mix design unless otherwise approved
by the Bureau of Materials & Research.

2.10.2 Reclaimed Asphalt Pavement (RAP).

RAP shall consist of recycled asphalt pavement and shall be processed by crushing, cold milling, or other approved sizing
techniques approved by the Bureau of Materials and Research to meet the required gradation specifications. The mixture of RAP
and new aggregate shall meet the requirements specified in Table 401-1 for aggregate gradation. The RAP shall be tested every
1,000 tons for gradation and asphalt binder content as a stockpile is being built. These test results shall remain on file by the
Contactor until such time as the entire RAP stockpile has been utilized.

2.10.2.1 The PG grade of added asphalt shall be as specified by the Bureau of Materials and Research. The aggregate
component of the RAP shall meet the requirements of 401.2.1. The bitumen component of the RAP shall be asphalt cement and
shall be free of significant contents of solvents, tars, and other volatile organic compounds or foreign substances that will make
the RAP unacceptable for recycling as determined by the Bureau of Materials and Research.

2,10.2.2 RAP materials may be rejected if deemed unsuitable for any reason or require an increase or decrease in the mix
asphait content. The Contractor shall submit representative samples, and gradation and asphalt cement content test results of the
RAP to be incorporated into the Recycled Mixture for approval by the Bureau of Materials and Research at least 30 calendar
days prior to the start of paving.

2.10.3 For afl designs containing TRB in an amount greater than 1% of the total mix:

(a) RAP stockpiles shall be covered by a roof.

(b) Prior to the start of production, the composite RAP and virgin binder shall be tested by the Contractor to
determine the appropriate grade of virgin binder to be added.

(c) Only allowed in a drum mixer.

(d) Only allowed for binder & base courses.

(ec) Test RAP for gradation & AC% every 1000 tons.

(f) Run split samples at start of production and every 10k tons thereafter for composite binder testing.

2,11 Asphalt Modifiers.

General. The generic type of each asphalt binder admixture, modifier and/or additive shall be identified on the certificate
of analysis, which shall be furnished by the manufacturer for each load of asphalt delivered. Modifiers shall be pre-blended with
the asphalt binder.

2.41.1 Asphalt binder modification to produce high-strength mix shall utilize either a styrene-butadiene or styrene-butadiene-
styrene polymer to achieve the specified performance grade of asphalt. The Section 401 contract Special Provision specifying
the asphalt binder grade shall also identify the AASHTO test method by which the binder grade shall be determined. The
modified binder shall be pre-blended, storage-stable and homogencous.

2.11.2 The use of Warm Mix Technologies is permitted in mix production. Qualified technologies are listed on the Qualified
Warm Mix Asphalt (WMA) Technologies List.

2.12 Pavement Joint Adhesive.
Pavement Joint Adhesive shall be a product that is listed on the Qualified Products List.

2.12.1 Joint adhesive shall meet the following requirements:

2016 NHDOT
Go To= TOC Division 100 Division206 Division 300 Division 400 Standard
Division S00 Division 600 Division 700 Specifications

SECTION 404

Requirements for Pavement Joint Adhesive

Property Test Method Requirement
Cone Penetration, 25°C ASTM D 5329 60 -100
“Flow,60°C ASTM D 532900 Ss mm maximum
“Resilience, 25°C = ASTM 532900 30% minimum
‘Ductility,4¢C ASTM D113 30 cm minimum ~
“Tensile Adhesion, 25°C ASTM D5329) 500% minimum
SofteningPoint = = = ASIMD36 9 77?Cminimum —
Asphalt Compatibility = ==ASTMD5329 ——séPass—

Construction Requirements
3.1 Mixing Plants.

3.1.1 General.

e Coarse aggregates shall be furnished in at least two nominal sizes for mix types containing top size
aggregates of 1/2” and larger.

@ RAP shall be fed into the plant by equipment specifically designed for recycling and approved by the
Bureau of Materials and Research. In addition, all requirements pertaining to aggregates shall apply to
RAP. Scalping screens, grizzlies, or similar devices shall be installed on the RAP feed bin(s) to remove
any debris or other foreign materials in excess of 2”. If a drum mix plant is used, the RAP shall be fed
into the drum so that it will not come in direct contact with the burner flame. Mixing of RAP with the
new aggregate shall occur before the bituminous material introduction point. The final mix produced
shall be visually free from any chunks of RAP.

e Plants shall be approved at least five days prior to operations and will be capable of maintaining an
adequate supply of mixture to the project.

3.1.2 Method Requirements.

e The site shall have ample storage space for the required separate bins, stalls, or stockpiles to allow
delivery of uncontaminated sized aggregates to the feeder. To prevent spillage from one pile or bin to
the next, aggregate assigned to different stockpiles shall be separated by bulkheads or other satisfactory
means.

e Stockpiles of coarse aggregate produced for use in drum mix plants having top size aggregates greater
than 3/4” shall be constructed in layers not to exceed 4 ft.

e All blending of aggregates shail be accomplished through separate bins at the cold elevator feeders and
not in stockpiles.

e The plant shall be provided with a dust collector or collectors, designed to waste or return uniformly to
the hat elevator all or part of the material collected, as directed. All plants shall have adequate covers
and housing as may be necessary to ensure the proper collection of dust and the general cleanliness of
the plant operation. The Contractor shall comply with all State and Federal environmental regulations.

3.1.3 Performance Requirements (QC/QA).

Mixing plants shall conform to AASHTO M 156. An efficient dust collecting system shall be provided to prevent the loss
of fine material. The material collected may be returned to the mixture at a uniform rate or discarded.

3.1.4 Safety Requirements for Inspection — General.
3.1.4.1 Adequate and safe stairways to the mixer platform shall be provided, and guarded ladders to other plant units shall
be located where required for accessibility to plant operations.
3.1.4.2 All gears, pulleys, chains, sprockets, and other dangerous moving parts shall be thoroughly guarded and protected.

3.1.4.3 Ample and unobstructed space shall be provided on the mixing platform. The plant operator shall have a clear and
unobstructed view of the plant operations.

3.1.44 A platform shall be located in close proximity to the inspector’s laboratory for the purpose of easily obtaining
samples of the mixture from the trucks.

2016 NHDOT
GoTo=> TOC Division 100 Division 200 Division 300 Division 400 Standard
Division 500 = Division 600 = Division 700 Specifications

CITY OF NASHUA, NEW HAMPSHIRE

Combining Balance Sheet

Nonmajor Governmental Funds

June 30, 2021
(continued)
Special Revenue Funds
City School
Food School Revolving Revolving
Services Grants Funds Funds
Assets
Cash and cash equivalents $ - § - - § -
Investments - = 5 -
Receivables, net of allowance for uncollectibles
Departmental and other - - 47,022 -
Intergovernmental 210,274 4,114,379 - 73
Loans - - 1,003,995 -
Due from other funds 23,100 - 12,025,585 2,039,103
Total Assets $ 233,374 $ 4114379 13,076,602 $ 2.039.876
Liabilities
Accounts payable - - - -
Accmed liabilities 5 821 5 406,063 23,480 $ 1.572
Uneamed revenue - - - 2,760
Due to other funds - 3,708,314 a -
Total Liabilities 821 4,114,377 23,480 4,332
Fund Balances
Nonspendable - - - -
Restricted 232,553 2 841,408 .
Committed - - 12,211,714 2.035544
Unassigned . a S -
Total Fund Balance 232,553 2 13,053,122 2,035,544
Total Liabilities and Fund Balance $ 233,374 $4,114,379 13,076,602 $ 2,039,876

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