CONSTRUCTION STANDARD SPECIFICATION

**SECTION 02510**

**[ASPHALT CONCRETE]{.underline}**

Page

PART 1 --
GENERAL.........................................................................................
[2](#part-1-general)

> 1.01 SUMMARY [2](#summary)
>
> 1.02 REFERENCES [2](#references)

PART 2 -
PRODUCTS.......................................................................................
[4](#part-2---products)

> 2.01 MATERIALS [4](#materials)
>
> 2.02 PROPORTIONING [4](#proportioning)

PART 3 --
EXECUTION....................................................................................
[10](#part-3-execution)

> 3.01 JOB MIX FORMULA SUBMITTALS [10](#job-mix-formula-submittals)
>
> 3.02 PRODUCTION [12](#production)
>
> 3.03 DELIVERY [13](#delivery)
>
> 3.04 PLACEMENT [13](#placement)
>
> 3.05 COMPACTION [14](#compaction)
>
> 3.06 SAMPLING AND TESTING [14](#sampling-and-testing)
>
> 3.07 PERFORMANCE AND ACCEPTANCE [20](#performance-and-acceptance)

CONSTRUCTION STANDARD SPECIFICATION

**SECTION 02510**

**[ASPHALT CONCRETE]{.underline}**

# PART 1 -- GENERAL 

## 1.01 SUMMARY

A.  Section Includes: Work provided under this specification shall
    include the furnishing, placement, and compaction of asphalt
    concrete pavement.

B.  Asphalt concrete shall consist of a mixture of asphalt binder,
    aggregates, mineral filler and admixtures, proportioned as required,
    batched and delivered as specified herein. All materials and job mix
    formulas used in asphalt concrete, either batched at or delivered to
    a project, shall be certified in accordance with the requirements of
    these specifications. The CONTRACTOR shall be solely responsible for
    asphalt concrete job mix formula supplied under this specification,
    its proportions and manufacture. Each job mix formula submitted and
    authorized for use under this specification shall be identified by a
    number unique to that job mix formula. If either a change in
    material(s) or material supplier(s) from that specified in the job
    mix formula occurs during a project, authorized use of the job mix
    formula on the project may be cancelled as directed by the Sandia
    Delegated Representative (SDR). A job mix formula shall not be used
    on a project without written approval of the SDR.

## 1.02 REFERENCES

A.  American Society of Testing and Materials (ASTM):

> C88 Test Method for Soundness of Aggregates by Use of Sodium Sulfate
> or Magnesium Sulfate
>
> C117 Method for Material Finer than 0.75μm (No. 200) Sieve in Mineral
> Aggregates by Washing
>
> C131 Test Method for Resistance to Degradation of Small-size Coarse
> Aggregate by Abrasion and Impact in a Los Angeles Machine
>
> C136 Method for Sieve Analysis of Fine and Coarse Aggregate
>
> D242 Specifications for Mineral Filler for Bituminous Paving Mixtures
>
> D692 Specification for Coarse Aggregate for Bituminous Paving Mixtures
>
> D979 Methods of Sampling Bituminous Paving Mixtures
>
> D995 Specification for Mixing Plants for Hot-Mixed, Hot-Laid
> Bituminous Paving Mixtures
>
> D1073 Specification for Fine Aggregate for Bituminous Paving Mixtures
>
> D1074 Test Method for Compressive Strength of Bituminous Mixtures
>
> D1559 Resistance to Plastic Flow of Bituminous Mixtures using Marshall
> Apparatus
>
> D2041 Theoretical Maximum Specific Gravity of Bituminous Paving
> Mixtures
>
> D2493 Viscosity-Temperature Chart for Asphalts
>
> D2726 Bulk Specific Gravity and Density of Compacted Bituminous
> Mixtures using Saturated Surface-Dry Specimens
>
> D2851 Test for Determining the Percentage of Fractured Particles in
> Coarse Aggregate
>
> D2950 Density of Bituminous Concrete in Place by Nuclear Methods
>
> D3203 Percent Air Voids in Compacted Dense and Open Bituminous Paving
> Mixtures
>
> D3515 Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving
> Mixtures
>
> D4791 Test for Flat Particles, Elongated Particles, or Flat and
> Elongated Particles in Coarse Aggregate

B.  American Association of State Highway and Transportation Officials,
    AASHTO:

> MP2 Specification for Superpave™ Volumetric Mix Design
>
> PP-28 Superpave™ Volumetric Design for HMA
>
> TP 4 Preparation of Compacted Specimens of Modified and Unmodified Hot
> Mix Asphalt by Means of SHRP Gyratory Compactor
>
> PP 2 Short and Long-term Aging of Bituminous Mixes
>
> T53 Quantitative Analysis of Bitumen from Bituminous Paving Mixtures,
> Ignition Oven Method A
>
> T245 Resistance to Plastic Flow of Bituminous Mixture using Marshall
> Apparatus
>
> T283 Resistance of Bituminous Mixture to Moisture Induced Damage
>
> T304 Uncompacted Void Content of Fine Aggregate

C.  Asphalt Institute:

> MS-2 Mix Design Methods, Sixth Edition
>
> MS-2 Mix Design Methods, Sixth Edition, Section 5.16, Modified
> Marshall Method for Large Aggregate

D.  SNL Standard Specifications:

    1.  02511 ASPHALT CONCRETE PAVEMENT

    2.  02512 PAVING ASPHALT BINDER

E.  City of Albuquerque "Standard Specifications for Public Works
    Construction", latest edition.

    1.  Section 113 EMULSIFIED ASPHALTS

    2.  Section 117 ASPHALT REJUVENATING AGENTS

    3.  Section 118 HYDRATED LIME FILLER

    4.  Section 333 FOG SEAL COATS

# 

# PART 2 - PRODUCTS 

## 2.01 MATERIALS 

## Asphalt binder shall comply with the requirements of SECTION 02512 -- PAVING ASPHALT BINDER

A.  Aggregates shall be crushed stone, crushed gravel, crushed asphalt
    concrete pavement, crushed Portland cement concrete, and natural or
    manufactured sand conforming to the quality and crushed particle
    requirements of this Specification. Coarse aggregates shall comply
    with the requirements of ASTM D692, Coarse Aggregate for Bituminous
    Paving Mixtures. Fine aggregates shall comply with the requirements
    of ASTM D1073, Fine Aggregate for Bituminous Paving Mixtures. The
    combined aggregates, proportioned as defined by the target
    gradation, shall comply with the requirements of TABLE 02510-116.A.
    Aggregates shall be certified to comply with the requirements of
    this Specification and authorized for use by the SDR before the
    materials may be incorporated in the construction. Prior to delivery
    of the aggregates or material containing the aggregates, the
    CONTRACTOR may be required to furnish samples of the aggregates to
    the SDR for testing. Daily production aggregates gradations shall be
    submitted to the SDR upon request.

B.  Mineral filler shall comply with the requirements of ASTM D242,
    Mineral Filler for Bituminous Paving Mixtures and as specified
    herein. Mineral filler shall be certified to comply with the
    requirements of this Specification and approved for use by SDR
    before the materials may be incorporated in the construction. Prior
    to either delivery of the mineral filler or material containing the
    mineral filler, The CONTRACTOR may be required to furnish samples of
    the mineral filler to The SDR for testing.

C.  Asphalt concrete shall comply with the minimum requirements of TABLE
    02510-116.C.1.H, moisture susceptibility, percent retained strength
    at 7 % air voids, AASHTO T283 with freeze cycle. Admixtures to
    reduce moisture susceptibility in an asphalt concrete mix shall be
    either hydrated lime, Portland cement, liquid admixture, or a
    modified asphalt binder authorized by the SDR.

## 2.02 PROPORTIONING 

A.  The CONTRACTOR shall be solely responsible for the asphalt concrete
    job mix formula (jmf) proportions and asphalt concrete either
    batched at and/or delivered to the site. Asphalt concrete shall be
    proportioned in accordance with the requirements of this
    Specification.

B.  Asphalt concrete material proportioned with "performance grade
    binders" shall be proportioned to comply with the requirements of
    TABLE 02510-116.C.1 of this specification, AASHTO MP2, Specification
    for Superpave™ Volumetric Mix Design, and PP-28, Superpave™
    Volumetric Design for HMA. The job mix formulas shall be designed
    under the direct supervision of a New Mexico Registered Professional
    Engineer who has completed a certified "SUPERPAVE Mixture Design &
    Analysis" Short Course.

C.  Asphalt concrete for construction of classifications of Primary
    Streets, Secondary Streets, and Parking Lots shall be proportioned
    with performance grade (PG) binders.

D.  Asphalt concrete for construction of street classification of
    Secondary Street with design equivalent single axle loads (Esals)
    less than 3.0 mil, may be proportioned with a PG70-22 performance
    grade (PG) binders.

E.  Asphalt concrete proportioned with either penetration or viscosity
    grade binders shall be proportioned to comply with the requirements
    TABLE -02510-116.C.2. A JMF shall be prepared in a laboratory under
    the direct supervision of a New Mexico Registered Professional
    Engineer.

F.  Asphalt concrete design and analysis shall be performed in a
    laboratory accredited in accordance with the requirements of the New
    Mexico State Highway and Transportation Department "Procedure for
    Approval of Testing Laboratories to Perform Inspection, Testing, and
    Mix Design Services", April 13, 1998 Edition.

G.  An asphalt concrete job mix formula shall be proportioned to comply
    with the requirements of TABLE 02510-116.B AGGREGATE GRADATION
    PROPERTIES and either TABLE 02510-116.C.1 ASPHALT CONCRETE DESIGN
    SPECIFICATIONS PERFORMANCE GRADE BINDERS, or TABLE 02510-116.C.2
    ASPHALT CONCRETE DESIGN SPECIFICATIONS PENETRATION AND VISCOSITY
    GRADED BINDERS.

H.  Aggregates, mineral filler, and anti-strip admixture if required,
    shall be proportioned to provide a combined gradation that complies
    with the requirements specified in TABLE 02510-116.B, and have the
    same or similar shaped characteristic gradation curve as the
    specification limits specified therein when graphically plotted on a
    standard "0.45 POWER" gradation chart. The gradation shall be
    reported to the nearest whole percent for material passing sieves
    above the 0.075 mm (No. 200) sieve, and to the nearest 0.1 percent
    for material passing the 0.075 mm (No. 200) sieve. The theoretical
    maximum density gradation curve shall be the curve represented by a
    straight line drawn from the intersection of the ordinate and
    abscissa of the graph to the one hundred percent passing point for
    the nominal maximum size aggregate.

I.  The design characteristic shape gradation curve for SP-II asphalt
    concrete shall be similar to an "S" shape curve, with a convex curve
    above the maximum density line for aggregate greater than 4.75 mm
    (No. 4) sieve and a concave curve below the maximum density line for
    aggregate finer than the 4.75 mm (No. 4) sieve.

J.  The design characteristic shape gradation curve for Type SP-III and
    SP-IV asphalt concretes shall be similar to an "S" shape curve, with
    a convex curve above the maximum density line for aggregate greater
    than 2.36 mm (No. 8) sieve and a concave curve below the maximum
    density line for aggregate finer than the 2.36 mm (No. 8) sieve.

K.  The design characteristic shape gradation curves for Types B, C, and
    D, asphalt concretes shall be similar to two convex curves above the
    maximum density line, one for aggregate greater than the 2.36 mm
    (No. 8) sieve, and one for the aggregate finer than the 2.36 (No. 8)
    sieve. The two curves shall intersect each other at the 2.36 mm
    (No. 8) sieve.

L.  The design characteristic gradation curve shape for Type A asphalt
    concrete shall be similar to two convex curves above the maximum
    density line, one for aggregate greater than the 4.75 mm (N. 4)
    sieve, and one for aggregate finer than the 4.75 mm (No. 4) sieve.
    The two curves shall intersect each other at the 4.75 mm (No. 4)
    sieve.

M.  The job mix formula asphalt binder content shall be proportioned to
    provide a job mix formula that complies with the requirements
    defined either in TABLE 02510-116.C.1 when proportioned with PG
    binders, or in TABLE 02510-116.C.2, when proportioned with either
    penetration or viscosity graded binders. The design asphalt binder
    content shall be selected, based on laboratory testing, aged
    binder/mix required. The binder content shall include a minimum of
    75% virgin binder when a job mix formula is designed with recycled
    asphalt concrete pavement, RAP. The design percent binder content, ±
    0.3%, shall not exceed the binder content at minimum VMA.

+--------------------------------+---------+------+-------+----------+
| **TABLE 02510-116.A --         |         |      |       |          |
| COMBINED AGGREGATE DESIGN      |         |      |       |          |
| PROPERTIES**                   |         |      |       |          |
+--------------------------------+---------+------+-------+----------+
| CHARACTERISTIC                 | AG      |      |       |          |
|                                | GREGATE |      |       |          |
|                                | TYPE    |      |       |          |
+--------------------------------+---------+------+-------+----------+
|                                | Coarse  |      | Fine  | P        |
|                                |         |      |       | ROCEDURE |
+--------------------------------+---------+------+-------+----------+
| 1\. Coarse aggregate           | \[1\]   | \    | \-    | ASTM D   |
| angularity, material \> 4.75   |         | [2\] |       | 5821     |
| mm                             |         |      |       |          |
+--------------------------------+---------+------+-------+----------+
| > ESALs \< 3.0 mil             | 85      | 80   |       |          |
+--------------------------------+---------+------+-------+----------+
| > 3.0 ≤ ESALs \< 30.0 mil      | 95      | 90   |       |          |
+--------------------------------+---------+------+-------+----------+
| > 30.0 mil ≤ ESALs             | 100     | 100  |       |          |
+--------------------------------+---------+------+-------+----------+
| 2\. Fine aggregate angularity  | \-      |      | 45    | AASHTO   |
| as air voids, %, min           |         |      |       | TP 33    |
+--------------------------------+---------+------+-------+----------+
| 3\. Flat and elongated         | 20 max  |      |       | ASTM D   |
| particles, 3:1 or greater      |         |      |       | 4791     |
| dimension, material \> 4.75    |         |      |       |          |
| mm, %                          |         |      |       |          |
+--------------------------------+---------+------+-------+----------+
| 4\. Clay content, min %        | \-      |      | 45    | ASTM D   |
|                                |         |      |       | 2419     |
+--------------------------------+---------+------+-------+----------+
| 5\. Deleterious material, max  | 1       |      | 1     | ASTM C   |
| %                              |         |      |       | 142      |
+--------------------------------+---------+------+-------+----------+
| 6\. LA Abrasion, material \>   | 40      |      | 40    | ASTM C   |
| 2.36 mm, max loss, %           |         |      |       | 131      |
+--------------------------------+---------+------+-------+----------+
| 7\. Soundness, max loss after  | 15      |      | 15    | ASTM C   |
| 5 cycles, %                    |         |      |       | 88       |
+--------------------------------+---------+------+-------+----------+
| \[1\] coarse aggregate has one |         |      |       |          |
| or more fractured faces        |         |      |       |          |
+--------------------------------+---------+------+-------+----------+
| \[2\] coarse aggregate has two |         |      |       |          |
| or more fractured faces        |         |      |       |          |
+--------------------------------+---------+------+-------+----------+

<table>
<colgroup>
<col style="width: 12%" />
<col style="width: 5%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 5%" />
<col style="width: 6%" />
<col style="width: 5%" />
<col style="width: 6%" />
<col style="width: 5%" />
<col style="width: 6%" />
<col style="width: 5%" />
<col style="width: 5%" />
<col style="width: 14%" />
</colgroup>
<tbody>
<tr class="odd">
<td colspan="14"><strong>TABLE 02510-116.B - AGGREGATE GRADATION
[3]</strong></td>
</tr>
<tr class="even">
<td></td>
<td colspan="12"><p>% PASSING</p>
<p>TYPE, Nominal Maximum Size Aggregate [1]</p></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td colspan="2">SP-II/A,1</td>
<td colspan="2">SP-III, 3/4</td>
<td colspan="2">SP-IV, 1/2</td>
<td colspan="2">SP-V/D, 3/8</td>
<td colspan="2">B, 3/4</td>
<td colspan="2">C, 1/2</td>
<td rowspan="2"><p>PRODUCTION</p>
<p>TOLERANCE</p></td>
</tr>
<tr class="even">
<td>SIEVE SIZE, in</td>
<td>min</td>
<td>max</td>
<td>min</td>
<td>max</td>
<td>min</td>
<td>max</td>
<td>min</td>
<td>max</td>
<td>min</td>
<td>max</td>
<td>min</td>
<td>max</td>
</tr>
<tr class="odd">
<td>1-1/2</td>
<td>100</td>
<td>100</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td></td>
</tr>
<tr class="even">
<td>1.00</td>
<td>86</td>
<td>96</td>
<td>100</td>
<td>100</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>100</td>
<td>100-</td>
<td>-</td>
<td>-</td>
<td>8</td>
</tr>
<tr class="odd">
<td>¾</td>
<td>-</td>
<td>90-</td>
<td>89</td>
<td>96</td>
<td>100</td>
<td>100</td>
<td>-</td>
<td>-</td>
<td>88</td>
<td>96</td>
<td>100</td>
<td>100</td>
<td>8</td>
</tr>
<tr class="even">
<td>½</td>
<td>62</td>
<td>83</td>
<td>-</td>
<td>90</td>
<td>88</td>
<td>96</td>
<td>100</td>
<td>-</td>
<td>-</td>
<td>90</td>
<td>88</td>
<td>96</td>
<td>8</td>
</tr>
<tr class="odd">
<td>3/8</td>
<td>-</td>
<td>-</td>
<td>64</td>
<td>85</td>
<td>-</td>
<td>90</td>
<td>91</td>
<td>97</td>
<td>70</td>
<td>85</td>
<td>73</td>
<td>90</td>
<td>8</td>
</tr>
<tr class="even">
<td>No. 4</td>
<td>31</td>
<td>40</td>
<td>37</td>
<td>47</td>
<td>52</td>
<td>70</td>
<td>-</td>
<td>90</td>
<td>51</td>
<td>69</td>
<td>57</td>
<td>75</td>
<td>7 [2]</td>
</tr>
<tr class="odd">
<td>8</td>
<td>19</td>
<td>27</td>
<td>23</td>
<td>32</td>
<td>28</td>
<td>39</td>
<td>47</td>
<td>67</td>
<td>35</td>
<td>49</td>
<td>39</td>
<td>58</td>
<td>6</td>
</tr>
<tr class="even">
<td>16</td>
<td>10</td>
<td>18</td>
<td>12</td>
<td>22</td>
<td>14</td>
<td>26</td>
<td>38</td>
<td>55</td>
<td>28</td>
<td>40</td>
<td>32</td>
<td>48</td>
<td>6</td>
</tr>
<tr class="odd">
<td>30</td>
<td>6</td>
<td>14</td>
<td>8</td>
<td>17</td>
<td>8</td>
<td>19</td>
<td>28</td>
<td>43</td>
<td>21</td>
<td>31</td>
<td>24</td>
<td>38</td>
<td>5</td>
</tr>
<tr class="even">
<td>50</td>
<td>4</td>
<td>11</td>
<td>5</td>
<td>14</td>
<td>5</td>
<td>16</td>
<td>19</td>
<td>30</td>
<td>14</td>
<td>23</td>
<td>16</td>
<td>27</td>
<td>5</td>
</tr>
<tr class="odd">
<td>200</td>
<td>3.0</td>
<td>7.0</td>
<td>3.0</td>
<td>8.0</td>
<td>2.0</td>
<td>10.0</td>
<td>3.0</td>
<td>10.0</td>
<td>2.0</td>
<td>8.0</td>
<td>3.0</td>
<td>10.0</td>
<td>3.0</td>
</tr>
<tr class="even">
<td>NOTES:</td>
<td colspan="13">[1] SP-II and Type A gradation materials may not be
used for the surface course</td>
</tr>
<tr class="odd">
<td></td>
<td colspan="13">[2] If recycled asphalt concrete aggregate (RAP) is
used, ± 8%</td>
</tr>
<tr class="even">
<td></td>
<td colspan="13">[3] A JMF aggregate gradation may pass through the
restricted zone if all JMF volumetric design criteria is in compliance.
The restricted zone is defined by the material passing the No. 8 to No.
30 sieves for SP-II and Type A asphalt concretes. The restricted zoned
is defined by material passing the No. 4 to No. 30 sieves for all other
asphalt concrete.</td>
</tr>
</tbody>
</table>

+---+-------------------+-------+-------+-----+------+--------+-------+
| T |                   |       |       |     |      |        |       |
| A |                   |       |       |     |      |        |       |
| B |                   |       |       |     |      |        |       |
| L |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| 0 |                   |       |       |     |      |        |       |
| 2 |                   |       |       |     |      |        |       |
| 5 |                   |       |       |     |      |        |       |
| 1 |                   |       |       |     |      |        |       |
| 0 |                   |       |       |     |      |        |       |
| - |                   |       |       |     |      |        |       |
| 1 |                   |       |       |     |      |        |       |
| 1 |                   |       |       |     |      |        |       |
| 6 |                   |       |       |     |      |        |       |
| . |                   |       |       |     |      |        |       |
| C |                   |       |       |     |      |        |       |
| . |                   |       |       |     |      |        |       |
| 1 |                   |       |       |     |      |        |       |
| - |                   |       |       |     |      |        |       |
| - |                   |       |       |     |      |        |       |
| A |                   |       |       |     |      |        |       |
| S |                   |       |       |     |      |        |       |
| P |                   |       |       |     |      |        |       |
| H |                   |       |       |     |      |        |       |
| A |                   |       |       |     |      |        |       |
| L |                   |       |       |     |      |        |       |
| T |                   |       |       |     |      |        |       |
| C |                   |       |       |     |      |        |       |
| O |                   |       |       |     |      |        |       |
| N |                   |       |       |     |      |        |       |
| C |                   |       |       |     |      |        |       |
| R |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| T |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| S |                   |       |       |     |      |        |       |
| U |                   |       |       |     |      |        |       |
| P |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| R |                   |       |       |     |      |        |       |
| P |                   |       |       |     |      |        |       |
| A |                   |       |       |     |      |        |       |
| V |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| D |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| S |                   |       |       |     |      |        |       |
| I |                   |       |       |     |      |        |       |
| G |                   |       |       |     |      |        |       |
| N |                   |       |       |     |      |        |       |
| S |                   |       |       |     |      |        |       |
| P |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| C |                   |       |       |     |      |        |       |
| I |                   |       |       |     |      |        |       |
| F |                   |       |       |     |      |        |       |
| I |                   |       |       |     |      |        |       |
| C |                   |       |       |     |      |        |       |
| A |                   |       |       |     |      |        |       |
| T |                   |       |       |     |      |        |       |
| I |                   |       |       |     |      |        |       |
| O |                   |       |       |     |      |        |       |
| N |                   |       |       |     |      |        |       |
| S |                   |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| D |                   | L     |       | C   |      |        |       |
| E |                   | ocal, |       | oll |      |        |       |
| S |                   |       |       | ect |      |        |       |
| C |                   | Major |       | or, |      |        |       |
| R |                   | L     |       |     |      |        |       |
| I |                   | ocal, |       | Mi  |      |        |       |
| P |                   |       |       | nor |      |        |       |
| T |                   | Re    |       | and |      |        |       |
| I |                   | siden |       | Ma  |      |        |       |
| O |                   | tial, |       | jor |      |        |       |
| N |                   |       |       | Art |      |        |       |
|   |                   | In    |       | eri |      |        |       |
|   |                   | terse |       | al, |      |        |       |
|   |                   | ction |       |     |      |        |       |
|   |                   | \[1\] |       | C   |      |        |       |
|   |                   |       |       | ont |      |        |       |
|   |                   |       |       | rol |      |        |       |
|   |                   |       |       | led |      |        |       |
|   |                   |       |       | Acc |      |        |       |
|   |                   |       |       | ess |      |        |       |
|   |                   |       |       | Ro  |      |        |       |
|   |                   |       |       | adw |      |        |       |
|   |                   |       |       | ay, |      |        |       |
|   |                   |       |       |     |      |        |       |
|   |                   |       |       | And |      |        |       |
|   |                   |       |       | I   |      |        |       |
|   |                   |       |       | nte |      |        |       |
|   |                   |       |       | rse |      |        |       |
|   |                   |       |       | cti |      |        |       |
|   |                   |       |       | ons |      |        |       |
|   |                   |       |       | \[  |      |        |       |
|   |                   |       |       | 1\] |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| A | Binder            | PG    |       | P   |      | P      |       |
| . |                   | 70-22 |       | G76 |      | G76-28 |       |
|   |                   |       |       | -28 |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| B | Equiv. Single     | \<3   |       | 3 ≤ |      | 30 ≤   |       |
| . |                   |       |       | ES  |      | ESALs  |       |
|   | Axle Load,        |       |       | ALs |      | \[2\]  |       |
|   |                   |       |       | \   |      |        |       |
|   | ESALs (millions)  |       |       | <30 |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| C | Voids, %          | 3.5   |       | 3.5 |      | 3.5 -- |       |
| . |                   | --    |       | --  |      | 4.5    |       |
|   |                   | 4.5   |       | 4.5 |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| D | Voids in Mineral  | min   | max   | min | max  | min    | max   |
| . | Aggregate, VMA, % |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-II \[3\], | 12    | 14    | 12  | 14   | 12     | 14    |
|   | (1 in.)           |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-III, (3/4 | \-    | \-    | 13  | 15   | 13     | 15    |
|   | in.)              |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-IV, (1/2  | \-    | \-    | 14  | 16   | 14     | 16    |
|   | in.)              |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-V, (3/8   | \-    | \-    | 16  | 18   | 16     | 18    |
|   | in.)              |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type A, (1 in.)   | 12    | 14    | \-  | \-   | \-     | \-    |
|   | \[3\]             |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type B, (3/4 in.) | 13    | 15    | \-  | \-   | \-     | \-    |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type C, (1/2 in.) | 14    | 16    | \-  | \-   | \-     | \-    |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type D, (3/8 in.) | 16    | 18    | \-  | \-   | \-     | \-    |
+---+-------------------+-------+-------+-----+------+--------+-------+
| E | Voids filled with |       |       |     |      |        |       |
| . | binder, %         |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-II \[3\], | \-    | \-    | 65  | 75   | 65     | 75    |
|   | (1 in.)           |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-III, (3/4 | \-    | \-    | 65  | 75   | 65     | 75    |
|   | in.)              |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-IV, (1/2  | \-    | \-    | 65  | 75   | 65     | 75    |
|   | in.)              |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type SP-V, (3/8   | \-    | \-    | 65  | 75   | 65     | 75    |
|   | in.)              |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type A, (1 in.)   | 68    | 78    | \-  | \-   | \-     | \-    |
|   | \[3\]             |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type B, (3/4 in.) | 68    | 78    | \-  | \-   | \-     | \-    |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type C, (1/2 in.) | 68    | 78    | \-  | \-   | \-     | \-    |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Type D, (3/8 in.) | 68    | 78    | \-  | \-   | \-     | \-    |
+---+-------------------+-------+-------+-----+------+--------+-------+
| F | Dust Ratio, -No.  | 0.6   | 1.6   | 0.6 | 1.6  | 0.6    | 1.6   |
| . | 200 (0.075 mm):   |       |       |     |      |        |       |
|   | %P ~be~           |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| G | Gyratory          | N     | \%    | N   | \%   | N      | \%    |
| . | compaction \[4\]  |       | CMPTN |     | C    |        | CMPTN |
|   |                   |       |       |     | MPTN |        |       |
|   | At binder         |       |       |     |      |        |       |
|   | compaction temp,  |       |       |     |      |        |       |
|   | ± 5°F             |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | Gyrations         |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | N~i~ (initial)    | 7     | 91.0  | 8   | 89.0 | 9      | 89.0  |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | N~d~ (design)     | 75    | 96.0  | 100 | 96.0 | 125    | 96.0  |
+---+-------------------+-------+-------+-----+------+--------+-------+
|   | N~m~ (max)        | 115   | 98.0  | 160 | 98.0 | 205    | 98.0  |
+---+-------------------+-------+-------+-----+------+--------+-------+
| H | Moisture          | 80    |       | 80  |      | 80 min |       |
| . | susceptibility, % | min   |       | min |      |        |       |
|   | retained strength |       |       |     |      |        |       |
|   | @ 7% air voids,   |       |       |     |      |        |       |
|   | AASHTO T283, with |       |       |     |      |        |       |
|   | freeze cycle      |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| N |                   |       |       |     |      |        |       |
| O |                   |       |       |     |      |        |       |
| T |                   |       |       |     |      |        |       |
| E |                   |       |       |     |      |        |       |
| S |                   |       |       |     |      |        |       |
| : |                   |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| \ | The intersection  |       |       |     |      |        |       |
| [ | area shall be the |       |       |     |      |        |       |
| 1 | core area common  |       |       |     |      |        |       |
| \ | to all            |       |       |     |      |        |       |
| ] | intersecting      |       |       |     |      |        |       |
|   | streets, and      |       |       |     |      |        |       |
|   | include the       |       |       |     |      |        |       |
|   | distance to the   |       |       |     |      |        |       |
|   | curb return of    |       |       |     |      |        |       |
|   | the approach and  |       |       |     |      |        |       |
|   | departure of the  |       |       |     |      |        |       |
|   | intersecting      |       |       |     |      |        |       |
|   | streets.          |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| \ | Level II Design   |       |       |     |      |        |       |
| [ | Complying with    |       |       |     |      |        |       |
| 2 | NMSHTD Procedures |       |       |     |      |        |       |
| \ | at Date of Bid,   |       |       |     |      |        |       |
| ] | as directed by    |       |       |     |      |        |       |
|   | the SDR.          |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| \ | SP-II and Type A  |       |       |     |      |        |       |
| [ | gradations        |       |       |     |      |        |       |
| 3 | asphalt concrete  |       |       |     |      |        |       |
| \ | shall not be used |       |       |     |      |        |       |
| ] | for surface       |       |       |     |      |        |       |
|   | course            |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+
| \ | \% of maximum     |       |       |     |      |        |       |
| [ | theoretical       |       |       |     |      |        |       |
| 4 | specific gravity  |       |       |     |      |        |       |
| \ | / density, G~mm~  |       |       |     |      |        |       |
| ] |                   |       |       |     |      |        |       |
+---+-------------------+-------+-------+-----+------+--------+-------+

+---+---+------------------------------------------+-----------------------+
| T |   |                                          |                       |
| A |   |                                          |                       |
| B |   |                                          |                       |
| L |   |                                          |                       |
| E |   |                                          |                       |
| 0 |   |                                          |                       |
| 2 |   |                                          |                       |
| 5 |   |                                          |                       |
| 1 |   |                                          |                       |
| 0 |   |                                          |                       |
| - |   |                                          |                       |
| 1 |   |                                          |                       |
| 1 |   |                                          |                       |
| 6 |   |                                          |                       |
| . |   |                                          |                       |
| C |   |                                          |                       |
| . |   |                                          |                       |
| 2 |   |                                          |                       |
| - |   |                                          |                       |
| - |   |                                          |                       |
| A |   |                                          |                       |
| S |   |                                          |                       |
| P |   |                                          |                       |
| H |   |                                          |                       |
| A |   |                                          |                       |
| L |   |                                          |                       |
| T |   |                                          |                       |
| C |   |                                          |                       |
| O |   |                                          |                       |
| N |   |                                          |                       |
| C |   |                                          |                       |
| R |   |                                          |                       |
| E |   |                                          |                       |
| T |   |                                          |                       |
| E |   |                                          |                       |
| D |   |                                          |                       |
| E |   |                                          |                       |
| S |   |                                          |                       |
| I |   |                                          |                       |
| G |   |                                          |                       |
| N |   |                                          |                       |
| S |   |                                          |                       |
| P |   |                                          |                       |
| E |   |                                          |                       |
| C |   |                                          |                       |
| I |   |                                          |                       |
| F |   |                                          |                       |
| I |   |                                          |                       |
| C |   |                                          |                       |
| A |   |                                          |                       |
| T |   |                                          |                       |
| I |   |                                          |                       |
| O |   |                                          |                       |
| N |   |                                          |                       |
| S |   |                                          |                       |
|   |   |                                          |                       |
| P |   |                                          |                       |
| E |   |                                          |                       |
| N |   |                                          |                       |
| E |   |                                          |                       |
| T |   |                                          |                       |
| R |   |                                          |                       |
| A |   |                                          |                       |
| T |   |                                          |                       |
| I |   |                                          |                       |
| O |   |                                          |                       |
| N |   |                                          |                       |
| & |   |                                          |                       |
| V |   |                                          |                       |
| I |   |                                          |                       |
| S |   |                                          |                       |
| C |   |                                          |                       |
| O |   |                                          |                       |
| S |   |                                          |                       |
| I |   |                                          |                       |
| T |   |                                          |                       |
| Y |   |                                          |                       |
| G |   |                                          |                       |
| R |   |                                          |                       |
| A |   |                                          |                       |
| D |   |                                          |                       |
| E |   |                                          |                       |
| B |   |                                          |                       |
| I |   |                                          |                       |
| N |   |                                          |                       |
| D |   |                                          |                       |
| E |   |                                          |                       |
| R |   |                                          |                       |
| S |   |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| D |   |                                          | Residential, Local,   |
| E |   |                                          |                       |
| S |   |                                          | Major Local,          |
| C |   |                                          |                       |
| R |   |                                          | And Intersection      |
| I |   |                                          |                       |
| P |   |                                          |                       |
| T |   |                                          |                       |
| I |   |                                          |                       |
| O |   |                                          |                       |
| N |   |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| A | B |                                          | 60 -- 70 Pen,         |
| . | i |                                          |                       |
|   | n |                                          |                       |
|   | d |                                          |                       |
|   | e |                                          |                       |
|   | r |                                          |                       |
|   | G |                                          |                       |
|   | r |                                          |                       |
|   | a |                                          |                       |
|   | d |                                          |                       |
|   | e |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   |   |                                          | AC-20 Viscosity       |
+---+---+------------------------------------------+-----------------------+
| B | E |                                          | ESALs \< 3.0          |
| . | q |                                          |                       |
|   | u |                                          |                       |
|   | i |                                          |                       |
|   | v |                                          |                       |
|   | . |                                          |                       |
|   | S |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | g |                                          |                       |
|   | l |                                          |                       |
|   | e |                                          |                       |
|   | A |                                          |                       |
|   | x |                                          |                       |
|   | l |                                          |                       |
|   | e |                                          |                       |
|   | L |                                          |                       |
|   | o |                                          |                       |
|   | a |                                          |                       |
|   | d |                                          |                       |
|   | , |                                          |                       |
|   | E |                                          |                       |
|   | S |                                          |                       |
|   | A |                                          |                       |
|   | L |                                          |                       |
|   | s |                                          |                       |
|   | ( |                                          |                       |
|   | m |                                          |                       |
|   | i |                                          |                       |
|   | l |                                          |                       |
|   | l |                                          |                       |
|   | i |                                          |                       |
|   | o |                                          |                       |
|   | n |                                          |                       |
|   | ) |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| C | V |                                          | 3.5 -- 4.5            |
| . | o |                                          |                       |
|   | i |                                          |                       |
|   | d |                                          |                       |
|   | s |                                          |                       |
|   | , |                                          |                       |
|   | % |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| D | V |                                          |                       |
| . | o |                                          |                       |
|   | i |                                          |                       |
|   | d |                                          |                       |
|   | s |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | M |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | e |                                          |                       |
|   | r |                                          |                       |
|   | a |                                          |                       |
|   | l |                                          |                       |
|   | A |                                          |                       |
|   | g |                                          |                       |
|   | g |                                          |                       |
|   | r |                                          |                       |
|   | e |                                          |                       |
|   | g |                                          |                       |
|   | a |                                          |                       |
|   | t |                                          |                       |
|   | e |                                          |                       |
|   | , |                                          |                       |
|   | V |                                          |                       |
|   | M |                                          |                       |
|   | A |                                          |                       |
|   | , |                                          |                       |
|   | % |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   | T |                                          | 12 -- 14              |
|   | y |                                          |                       |
|   | p |                                          |                       |
|   | e |                                          |                       |
|   | A |                                          |                       |
|   | , |                                          |                       |
|   | ( |                                          |                       |
|   | 1 |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | . |                                          |                       |
|   | ) |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   | T |                                          | 13 -- 15              |
|   | y |                                          |                       |
|   | p |                                          |                       |
|   | e |                                          |                       |
|   | B |                                          |                       |
|   | , |                                          |                       |
|   | ( |                                          |                       |
|   | 3 |                                          |                       |
|   | / |                                          |                       |
|   | 4 |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | . |                                          |                       |
|   | ) |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   | T |                                          | 14 -- 16              |
|   | y |                                          |                       |
|   | p |                                          |                       |
|   | e |                                          |                       |
|   | C |                                          |                       |
|   | , |                                          |                       |
|   | ( |                                          |                       |
|   | 1 |                                          |                       |
|   | / |                                          |                       |
|   | 2 |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | . |                                          |                       |
|   | ) |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   | T |                                          | 15 -- 17              |
|   | y |                                          |                       |
|   | p |                                          |                       |
|   | e |                                          |                       |
|   | D |                                          |                       |
|   | , |                                          |                       |
|   | ( |                                          |                       |
|   | 3 |                                          |                       |
|   | / |                                          |                       |
|   | 8 |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | . |                                          |                       |
|   | ) |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| E | V |                                          | 68 -- 78              |
| . | o |                                          |                       |
|   | i |                                          |                       |
|   | d |                                          |                       |
|   | s |                                          |                       |
|   | f |                                          |                       |
|   | i |                                          |                       |
|   | l |                                          |                       |
|   | l |                                          |                       |
|   | e |                                          |                       |
|   | d |                                          |                       |
|   | w |                                          |                       |
|   | i |                                          |                       |
|   | t |                                          |                       |
|   | h |                                          |                       |
|   | b |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | d |                                          |                       |
|   | e |                                          |                       |
|   | r |                                          |                       |
|   | , |                                          |                       |
|   | % |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| F | D |                                          | 0.6 -- 1.6            |
| . | u |                                          |                       |
|   | s |                                          |                       |
|   | t |                                          |                       |
|   | R |                                          |                       |
|   | a |                                          |                       |
|   | t |                                          |                       |
|   | i |                                          |                       |
|   | o |                                          |                       |
|   | , |                                          |                       |
|   | - |                                          |                       |
|   | N |                                          |                       |
|   | o |                                          |                       |
|   | . |                                          |                       |
|   | 2 |                                          |                       |
|   | 0 |                                          |                       |
|   | 0 |                                          |                       |
|   | ( |                                          |                       |
|   | 0 |                                          |                       |
|   | . |                                          |                       |
|   | 0 |                                          |                       |
|   | 7 |                                          |                       |
|   | 5 |                                          |                       |
|   | m |                                          |                       |
|   | m |                                          |                       |
|   | ) |                                          |                       |
|   | : |                                          |                       |
|   | % |                                          |                       |
|   | P |                                          |                       |
|   | ~ |                                          |                       |
|   | b |                                          |                       |
|   | e |                                          |                       |
|   | ~ |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| G | M |                                          | 50                    |
| . | a |                                          |                       |
|   | r |                                          |                       |
|   | s |                                          |                       |
|   | h |                                          |                       |
|   | a |                                          |                       |
|   | l |                                          |                       |
|   | l |                                          |                       |
|   | S |                                          |                       |
|   | t |                                          |                       |
|   | a |                                          |                       |
|   | b |                                          |                       |
|   | i |                                          |                       |
|   | l |                                          |                       |
|   | i |                                          |                       |
|   | t |                                          |                       |
|   | y |                                          |                       |
|   | D |                                          |                       |
|   | e |                                          |                       |
|   | s |                                          |                       |
|   | i |                                          |                       |
|   | g |                                          |                       |
|   | n |                                          |                       |
|   | , |                                          |                       |
|   | B |                                          |                       |
|   | l |                                          |                       |
|   | o |                                          |                       |
|   | w |                                          |                       |
|   | c |                                          |                       |
|   | o |                                          |                       |
|   | u |                                          |                       |
|   | n |                                          |                       |
|   | t |                                          |                       |
|   | s |                                          |                       |
|   | / |                                          |                       |
|   | e |                                          |                       |
|   | a |                                          |                       |
|   | c |                                          |                       |
|   | h |                                          |                       |
|   | f |                                          |                       |
|   | a |                                          |                       |
|   | c |                                          |                       |
|   | e |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   | S |                                          | 1500                  |
|   | t |                                          |                       |
|   | a |                                          |                       |
|   | b |                                          |                       |
|   | i |                                          |                       |
|   | l |                                          |                       |
|   | i |                                          |                       |
|   | t |                                          |                       |
|   | y |                                          |                       |
|   | , |                                          |                       |
|   | l |                                          |                       |
|   | b |                                          |                       |
|   | s |                                          |                       |
|   | , |                                          |                       |
|   | m |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   | F |                                          | 10 -- 18              |
|   | l |                                          |                       |
|   | o |                                          |                       |
|   | w |                                          |                       |
|   | , |                                          |                       |
|   | 0 |                                          |                       |
|   | . |                                          |                       |
|   | 0 |                                          |                       |
|   | 1 |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | . |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| H | S |                                          | 200                   |
| . | t |                                          |                       |
|   | a |                                          |                       |
|   | b |                                          |                       |
|   | i |                                          |                       |
|   | l |                                          |                       |
|   | i |                                          |                       |
|   | t |                                          |                       |
|   | y |                                          |                       |
|   | t |                                          |                       |
|   | o |                                          |                       |
|   | F |                                          |                       |
|   | l |                                          |                       |
|   | o |                                          |                       |
|   | w |                                          |                       |
|   | R |                                          |                       |
|   | a |                                          |                       |
|   | t |                                          |                       |
|   | i |                                          |                       |
|   | o |                                          |                       |
|   | , |                                          |                       |
|   | m |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | i |                                          |                       |
|   | m |                                          |                       |
|   | u |                                          |                       |
|   | m |                                          |                       |
|   | \ |                                          |                       |
|   | @ |                                          |                       |
|   | t |                                          |                       |
|   | a |                                          |                       |
|   | r |                                          |                       |
|   | g |                                          |                       |
|   | e |                                          |                       |
|   | t |                                          |                       |
|   | b |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | d |                                          |                       |
|   | e |                                          |                       |
|   | r |                                          |                       |
|   | ± |                                          |                       |
|   | 0 |                                          |                       |
|   | . |                                          |                       |
|   | 5 |                                          |                       |
|   | % |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| I | M |                                          | 80 min                |
| . | o |                                          |                       |
|   | i |                                          |                       |
|   | s |                                          |                       |
|   | t |                                          |                       |
|   | u |                                          |                       |
|   | r |                                          |                       |
|   | e |                                          |                       |
|   | S |                                          |                       |
|   | u |                                          |                       |
|   | s |                                          |                       |
|   | c |                                          |                       |
|   | e |                                          |                       |
|   | p |                                          |                       |
|   | t |                                          |                       |
|   | i |                                          |                       |
|   | b |                                          |                       |
|   | i |                                          |                       |
|   | l |                                          |                       |
|   | i |                                          |                       |
|   | t |                                          |                       |
|   | y |                                          |                       |
|   | , |                                          |                       |
|   | % |                                          |                       |
|   | r |                                          |                       |
|   | e |                                          |                       |
|   | t |                                          |                       |
|   | a |                                          |                       |
|   | i |                                          |                       |
|   | n |                                          |                       |
|   | e |                                          |                       |
|   | d |                                          |                       |
|   | s |                                          |                       |
|   | t |                                          |                       |
|   | r |                                          |                       |
|   | e |                                          |                       |
|   | n |                                          |                       |
|   | g |                                          |                       |
|   | t |                                          |                       |
|   | h |                                          |                       |
|   | , |                                          |                       |
+---+---+------------------------------------------+-----------------------+
|   | @ |                                          |                       |
|   | 7 |                                          |                       |
|   | % |                                          |                       |
|   | a |                                          |                       |
|   | i |                                          |                       |
|   | r |                                          |                       |
|   | v |                                          |                       |
|   | o |                                          |                       |
|   | i |                                          |                       |
|   | d |                                          |                       |
|   | s |                                          |                       |
|   | , |                                          |                       |
|   | A |                                          |                       |
|   | A |                                          |                       |
|   | S |                                          |                       |
|   | H |                                          |                       |
|   | T |                                          |                       |
|   | O |                                          |                       |
|   | T |                                          |                       |
|   | 2 |                                          |                       |
|   | 8 |                                          |                       |
|   | 3 |                                          |                       |
|   | , |                                          |                       |
|   | w |                                          |                       |
|   | i |                                          |                       |
|   | t |                                          |                       |
|   | h |                                          |                       |
|   | f |                                          |                       |
|   | r |                                          |                       |
|   | e |                                          |                       |
|   | e |                                          |                       |
|   | z |                                          |                       |
|   | e |                                          |                       |
|   | c |                                          |                       |
|   | y |                                          |                       |
|   | c |                                          |                       |
|   | l |                                          |                       |
|   | e |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| N |   |                                          |                       |
| O |   |                                          |                       |
| T |   |                                          |                       |
| E |   |                                          |                       |
| S |   |                                          |                       |
| : |   |                                          |                       |
+---+---+------------------------------------------+-----------------------+
| \ |   | The intersection area shall be the core  |                       |
| [ |   | area common to all intersecting streets  |                       |
| 1 |   | and includes the distance to the curb    |                       |
| \ |   | return of the approach and departure of  |                       |
| ] |   | the intersecting street.                 |                       |
+---+---+------------------------------------------+-----------------------+

# PART 3 -- EXECUTION 

## 3.01 JOB MIX FORMULA SUBMITTALS 

A.  A design job mix formula submitted shall be included but not be
    limited to the information specified in TABLE 02510-116.D-SUBMITTAL
    INFORMATION, as directed by the SDR.

B.  The materials specified in an authorized job mix formula shall be
    the same source and type for all asphalt concrete batched,
    delivered, placed and compacted, under the identification code
    defined for the authorized job mix formula.

C.  A submittal shall be rejected if it does not include the specified
    information and samples. A job mix formula submittal shall be
    accepted or rejected within ten (10) working days of receipt by the
    SDR.

  ------------- ---------------- ----------------------- ---------------- -------------------------------------------------------
  TABLE                                                                   
  02510-116.D                                                             
  -- SUBMITTAL                                                            
  INFORMATION                                                             

  I.            Identification                                            

                A.               Asphalt concrete                         
                                 supplier                                 

                B.               Laboratory that                          
                                 performed                                
                                 design/development                       
                                 tests                                    

                C.               Date of Submittal                        

                D.               Unique mix code                          
                                 identification number                    

                E.               Aggregate sample date                    

  II\.          Job Mix Formula                                           
                (jmf)                                                     

                A.               Type/application of                      
                                 asphalt concrete                         

                B.               Component material                       
                                 target proportions to                    
                                 include combined                         
                                 aggregate gradation and                  
                                 asphalt content,                         
                                 specifications, and                      
                                 production tolerances                    

                C.               0.45 power gradation                     
                                 plot of combined                         
                                 aggregate gradation                      
                                 with specification and                   
                                 production limits                        

                D.               Temperature viscosity                    
                                 relationship of binder                   

                E.               Recommended mixing,                      
                                 compaction, and release                  
                                 to traffic maximum                       
                                 temperatures                             

                F.               Tabulation of job mix                    
                                 formula performance                      
                                 characteristics defined                  
                                 in either TABLE                          
                                 02510-116.C.1 or TABLE                   
                                 02510-116.C.2 as                         
                                 applicable, at the                       
                                 proposed design                          
                                 proportions, with                        
                                 reference specification                  
                                 limits and production                    
                                 limits (if specified),                   
                                 maximum theoretical                      
                                 specific                                 
                                 gravity/density (as                      
                                 pcf), and bulk specific                  
                                 gravity/density (pcf).                   

                G.               Reference daily                          
                                 production gradation,                    
                                 see 02510-116.3.2                        

  III\.         Certifications                                            
                of Compliance                                             

                A.               Compliance of job mix                    
                                 formula by NM                            
                                 Registered Professional                  
                                 Engineer in direct                       
                                 charge of                                
                                 design/development;                      

                B.               Design Laboratory                        
                                 Certification, projects                  
                                 bid after June 30,                       
                                 2000.                                    

                C.               Component materials                      
                                 testing and                              
                                 certification by                         
                                 supplier/manufacturer                    
                                 with supporting test                     
                                 data for materials used                  
                                 in design development                    

                D.               Certification and                        
                                 laboratory test results                  
                                 of asphalt binder used                   
                                 in job mix formula                       
                                 design development, see                  
                                 Section 02511 PAVING                     
                                 ASPHALT BINDER                           

  IV\.          Design                                                    
                Development                                               
                (tables and                                               
                graphs, with                                              
                specifications                                            
                limits of the                                             
                following):                                               

                A.               Marshall Design &                        
                                 Modified Marshall                        
                                 Designs (design                          
                                 development with a                       
                                 minimum of 4 asphalt                     
                                 binder contents                          
                                 required, and the                        
                                 recommended design                       
                                 characteristic                           
                                 bracketed by a minimum                   
                                 of two test points for                   
                                 the design binder                        
                                 content ± 0.5%)                          

                                 1\.                     Design hammer    
                                                         blow counts,     
                                                         mold diameter,   
                                                         hammer mass and  
                                                         drop             

                                 2\.                     Stability (lbs.) 
                                                         vs. % asphalt    
                                                         content          

                                 3\.                     Flow (0.01 in.)  
                                                         vs. % asphalt    
                                                         content          

                                 4\.                     Briquette bulk   
                                                         Specific Gravity 
                                                         and Bulk Density 
                                                         (as pcf) vs. %   
                                                         asphalt content  

                                 5\.                     \% Voids in      
                                                         Mineral          
                                                         Aggregate (%     
                                                         VMA) vs. %       
                                                         Asphalt content  

                                 6\.                     \% Voids (Pa) in 
                                                         asphalt concrete 
                                                         vs. % asphalt    
                                                         content          

                                 7\.                     \% Voids filled  
                                                         in asphalt       
                                                         concrete vs. %   
                                                         asphalt content  

                                 8\.                     Dust ratio vs. % 
                                                         asphalt content  

                B.               SUPERPAVE Design                         
                                 (Tables and graphs,                      
                                 with specifications                      
                                 limits of the                            
                                 following)                               

                1\.                                      Trial Designs:   
                                                         Aggregate        
                                                         gradations, 3    
                                                         minimum          
                                                         required, and    
                                                         trial asphalt    
                                                         binder content   
                                                         (%)              

                                                         a\)              Table of Aggregate Gradations and 0.45 power plot, with
                                                                          specification limits

                                                         b\)              Trial design % asphalt content

                                                         c\)              Trial designs volumetric analysis for each gradation,
                                                                          VMA, Va, VFA, graph not required

                                                         d\)              Trial designs compaction analysis @ N~i~, N~d~, and
                                                                          N~m~, for each gradation

                                                         e\)              Dust ratio for each trial design, graph not required

  TABLE                                                                   
  02510-116.D                                                             
  -- SUBMITTAL                                                            
  INFORMATION                                                             
  (Cont.)                                                                 

                2\.                                      Job Mix Formula  
                                                         Design, (design  
                                                         development with 
                                                         a minimum of 4   
                                                         asphalt binder   
                                                         contents         
                                                         required, and    
                                                         the recommended  
                                                         design           
                                                         characteristic   
                                                         bracketed by a   
                                                         minimum of two   
                                                         test points for  
                                                         the design       
                                                         binder content ± 
                                                         0.5%)            

                                                         a\)              Table of design aggregate gradation and 0.45 power
                                                                          plat, with specification limits and production targets

                                                         b\)              Compaction analysis G~mb~ as % G~m,~ at N~i~, N~d~, and
                                                                          N~m~, for each gradation vs. asphalt content (separate
                                                                          graphs for N~i~, N~d~, and N~m~)

                                                         c\)              Volumetric analysis of VMA, Va, VFA, and dust ratio at
                                                                          design gyration, @ N~d~, vs. % asphalt content

                                                         d\)              Gyratory compaction tables as height of sample versus
                                                                          gyration, for each asphalt content, Gmb @ NM, and bulk
                                                                          specific gravity/density correction factor(s) (graphs
                                                                          not required)

                                                         e\)              Maximum theoretical specific gravity/density (as pcf),
                                                                          G ~mm,~vs % asphalt content @ N~d~

                                                         f\)              Corrected bulk specific gravity/density (as pcf), G
                                                                          ~mb,~ vs. % asphalt content

                                                         g\)              Dust ratio vs. % asphalt content

                                                         h\)              Recommended gyratory sample mass(g) for 115 mm sample
                                                                          height at Nm

                C.               Ignition Correction                      
                                 Factor: Correction for                   
                                 material losses during                   
                                 asphalt content                          
                                 ignition oven analysis                   

                                                         The correction   
                                                         factor shall be  
                                                         determined as    
                                                         the average      
                                                         value for three  
                                                         samples, design  
                                                         % asphalt        
                                                         content, design  
                                                         -- 1.0%, and     
                                                         design + 1.0%,   
                                                         developed in an  
                                                         ignition oven    
                                                         complying with   
                                                         the requirements 
                                                         of AASHTO T53,   
                                                         Method A         
  ------------- ---------------- ----------------------- ---------------- -------------------------------------------------------

## 3.02 PRODUCTION

A.  Asphalt concrete shall be produced in accordance with the
    requirements of ASTM D3515, the requirements of this Specification,
    or as authorized by the SDR. Production facilities shall comply with
    the requirements of ASTM D995, and this Specification. A plant shall
    be certified annually, by a New Mexico Registered Professional
    Engineer, to comply with the requirements of this Specification and
    Section 13. The production plant shall be calibrated annually with
    calibration standards traceable to the National Bureau of Standards.
    Certification shall be completed within 12 months prior to
    production of an authorized job mix formula at the plant.
    Certificates of calibration and production certifications shall be
    maintained at the plant for review by the SDR. A copy of the
    certifications shall be submitted to the SDR upon request.

B.  Asphalt concrete shall be placed at the design proportions specified
    in the authorized job mix formula within the specified production
    tolerances for combined aggregate gradation and asphalt binder
    content. Asphalt concrete placed at a project, sampled and tested in
    accordance with this specification, shall have a gradation that
    complies with the authorized design gradation ± the production
    tolerance(s) specified in the authorized job mix formula. Asphalt
    concrete placed at a project, sampled and tested in accordance with
    this specification, shall have an asphalt content that complies with
    the design asphalt content ± 0.5% (laboratory analysis),
    T53-Quantitative Analysis of Bitumen From Bituminous Paving
    Mixtures, Ignition Oven Method, Method A (Modified: reference
    temperature for constant mass, 149 ± 3° C / 300 ± 7° F).

## 3.03 DELIVERY

A.  Asphalt concrete shall be delivered in trucks free of fluid leaks.
    Trucks detected to have leaks shall not be allowed on the project.
    Subgrade, base course, and asphalt concrete surfaces contaminated by
    uncontrolled equipment fluids shall be removed and replaced with
    complying material. Contaminated material shall be disposed of as
    specified. When hauling time from the mixing plant to the job site
    exceeds two hours or when inclement weather prevails, bituminous
    mixtures shall be covered with tarpaulins while being hauled. The
    tarpaulins shall completely cover the load and be firmly tied down.
    Mixtures shall be delivered to site of the work and placed without
    segregation of the ingredients and within the temperature range
    specified in the authorized job mix formula. Diesel fuel or other
    petroleum based solvents shall not be used in the bed of transport
    vehicles as a release agent to prevent buildup of the asphalt
    material. Material contaminated with diesel fuel or other petroleum
    based solvents shall be removed and replaced with complying material
    by the CONTRACTOR, as directed by the SDR, at no cost to the OWNER
    (SNL/NM).

B.  The CONTRACTOR shall provide with each load of asphalt concrete
    batched and/or delivered to the job site, before unloading at the
    site, a delivery ticket on which is printed, stamped or written, the
    information defined in TABLE 02510-116.E. One copy of the ticket
    shall be available for each of the SDR and the quality assurance
    testing program.

  -----------------------------------------------------------------------
  TABLE 02510-116.E -- DELIVER TICKET INFORMATION

  Name of Asphalt Concrete Supplier

  Date of Delivery

  Delivery Ticket Number Contractor

  Project Name (optional)

  Job Mix Formula Number

  Weight of Load (tons)

  Time Loaded
  -----------------------------------------------------------------------

## 3.04 PLACEMENT

A.  Asphalt concrete shall be placed in uniform layers/lifts in
    accordance with the requirements of 02512 ASPHALT CONCRETE PAVEMENT.
    The thickness of a layer/lift shall be not less than two (2) times
    the maximum size aggregate and/or not greater than 4 inches for
    SP-II aggregate gradations. The thickness of a layer/lift shall be
    not less than two (2) times the maximum size aggregate of the job
    mix formula used but not greater than 3 inches, as directed by the
    SDR. A pavement lift thickness shall be selected to use the maximum
    size aggregate, as authorized by the SDR. Lift thickness(es) and
    asphalt concrete type, designating the maximum size aggregate, shall
    be either specified in the CONTRACT documents, or as directed by the
    SDR. SP-II asphalt concrete shall not be used for a surface course.

## 3.05 COMPACTION

## Asphalt concrete compaction shall begin when the asphalt concrete temperature is in the compaction temperature range specified in the authorized job mix formula. Compaction shall be completed before the temperature of the materials cools to less that 200° F. Compaction may be allowed on material with a temperature less than 200°F and greater than 185°F, as directed by the SDR. The material shall be compacted to a density of at least 93% but not greater than 97% of the theoretical maximum density as determined by ASTM D2041. 

## The CONTRACTOR shall be responsible for the development and implementation of the compaction program. The program shall be defined by the CONTRACTOR, to include equipment type and description, and procedures, reported in writing to the SDR for each job mix formula/lift thickness used on a project. Changes in the compaction program shall be reported to the SDR as they may occur. 

## A CONTRACTOR may construct a test strip, a minimum of 10 feet wide and 250 feet long, to establish the rolling pattern for an asphalt mix and lift thickness to be placed on a project, as directed by the SDR. The test strip shall be paid for in accordance with the requirements of the CONTRACT, as authorized by the SDR. 

## Compaction equipment shall be steel wheeled, pneumatic wheeled, and hand plate tampers, free of fluid leaks, selected by the CONTRACTOR, and authorized by the SDR. Compaction equipment detected to have leaks shall not be allowed on the project. 

## Compaction may be either static or dynamic (vibratory). All equipment shall be ballasted and operated as recommended by the manufacturer. Motorized wheeled dynamic (vibratory) compaction equipment shall have the frequency rate and amplitude setting readily available for review by the SDR. Frequency rate and amplitude adjustability shall be operable on so equipped motorized wheeled dynamic (vibratory) compaction equipment. Motorized compaction equipment with inoperable frequency rate and amplitude adjustment features shall not be used on the project. 

## Motorized compaction equipment shall be equipped with automatic wheel spray systems to apply release agents to prevent tracking of asphalt concrete. Diesel fuel or other petroleum based solvents shall not be used as a release agent to prevent buildup of the asphalt material. Material contaminated with diesel fuel or other petroleum based solvents shall be removed and replaced with complying material by the CONTRACTOR, as directed by the SDR, at no cost to SNL/NM. 

## Repair and replacement of damaged adjacent property and structures, resulting from the use of vibratory rolling equipment, shall be the responsibility of the CONTRACTOR, at no cost to SNL/NM. 

## 3.06 SAMPLING AND TESTING

A.  QUALITY ASSURANCE:

    1.  Asphalt concrete quality assurance sampling and testing shall be
        performed in accordance with the requirements of this
        specification, the Supplemental Technical Specifications, or as
        directed by the SDR.

    2.  Quality assurance asphalt concrete analysis shall be (1)
        performed in a laboratory accredited in accordance with the
        requirements of the New Mexico State Highway and Transportation
        Department "Procedure for Approval of Testing Laboratories to
        Perform Inspection, Testing, and Mix Design Services", April 13,
        1998 Edition, and (2) under the direct supervision of a New
        Mexico Registered Professional Engineer.

    3.  Testing equipment shall be calibrated annually with calibration
        standards traceable to the National Bureau of Standards.
        Calibration records and certifications shall be maintained at
        the laboratory for review by the SDR. A copy of the
        certifications shall be submitted to the SDR upon request.

    4.  Quality assurance sampling and testing shall be performed by a
        technician certified under the New Mexico State Highway and
        Transportation Department/Associated Contractors of New Mexico
        Technical Training and Certification Program for ASPHALT and
        SUPERPAVE™.

B.  FIELD SAMPLING:

    1.  A quality assurance asphalt concrete material field sample shall
        be taken in accordance with the requirements of ASTM D979 for
        each job mix delivered. The materials shall be sampled at the
        greater rate of either one sample for each 250 tons, or one
        sample per day, for each type of material placed on a project,
        as directed by the SDR. The sample shall be of such size to
        provide material for all tests specified and a split sample to
        perform verification/referee tests for gradation and binder
        content, if required.

C.  MATERIAL TESTING:

    1.  Asphalt concrete quality assurance sampling and testing shall be
        performed in accordance with the requirements of this
        Specification, the Supplemental Technical Specifications, or as
        directed by the SDR.

    2.  The asphalt concrete quality assurance sample shall be tested
        and the properties reported, with authorized job mix formula
        production limits, as specified in TABLE 02510-116.F -- FIELD
        SAMPLE LABORATORY TESTS.

    3.  

> 3\. A CONTRACTOR may challenge production material test results,
> binder content and aggregate gradation, and request that the retained
> split asphalt concrete sample of record be released to his assigned
> laboratory and tested for compliance, as authorized by the SDR.
> Notification of challenge shall be made in writing to the SDR by the
> CONTRACTOR within 28 calendar days from date of sampling. Challenge
> test results shall be submitted to the SDR for evaluation no later
> than 42 calendar days from date of sampling. Challenge test results
> will be evaluated in accordance with "multi laboratory" precision
> tolerances specified, T53 for binder content, ASTM C117 and C136 for
> aggregate gradation. Challenge and record test results that comply
> with precision tolerances will be averaged with the companion test
> results of record and the material pay factor, PFM, recalculated, as
> directed by the SDR. Challenge and record test results that do not
> comply with the precision tolerances will direct the disqualification
> of the challenged sample, as directed by the SDR. Cut/core sample(s)
> will be taken from the area(s) represented by the disqualified
> challenge sample(s) and evaluated by the lab of record under the
> observation of the CONTRACTOR, in accordance with the requirements of
> this specification and replace the disqualified sample test results.
> Analysis of the replacement cut/core sample(s) may not be challenged.
> The CONTRACTOR will submit challenge test results in writing to the
> SDR for each split sample released to his assigned laboratory of
> record. Challenges filed after the time limitations will not be
> considered. The OWNER (SNL/NM) shall pay for all complying tests.

D.  FIELD TESTING:

    1.  Asphalt concrete quality assurance sampling and testing shall be
        performed in accordance with the requirements of this
        Specification, the Supplemental Technical Specifications, or as
        directed by the SDR.

    2.  Quality assurance of in-place field compaction tests shall be
        conducted in accordance with the requirements of this
        specification, as directed by the SDR. A test shall determine
        the density of a constructed asphalt concrete roadway lift.
        Compaction shall be calculated as the measured in-place density,
        divided by the average maximum theoretical density (Gmm) of the
        samples taken for that day's placement, reported to one tenth of
        a percent, xxx.x%. Maximum theoretical density (Gmm) shall be
        determined in accordance with ASTM D2041.

        a.  Field density for SP-II and Type A materials shall be
            measured from field core samples. A minimum of one core
            sample shall be taken for each lift of 250 tons of a
            material type, or fraction thereof, placed each day, but not
            less than 3 cores per day, as directed by the SDR. The bulk
            density (G~mb~) of each core shall be measured in accordance
            with the requirements of D2726 and reported to the nearest
            one-tenth pound per cubic foot, (one kilogram per cubic
            meter). The compaction for the asphalt concrete shall be
            calculated as the average measured density of the cores for
            a lift of a type of material placed in a day, divided by the
            average of the maximum theoretical density (G~mm~) of the
            samples of the same or similar materials taken for that
            day's placement, reported to the nearest one tenth of a
            percent, xxx.x%. The maximum theoretical density (G~mm~)
            shall be determined in accordance with ASTM D2041, and
            reported to the nearest one-tenth pound per cubic foot, (one
            kilogram per cubic meter). The core barrel shall be 6 inches
            (150mm) outer diameter or greater, taken full depth. A lift
            sample shall be trimmed from the core at the lamination
            lines between lifts. The CONTRACTOR shall be responsible for
            material replacement at no cost to the OWNER (SNL/NM) where
            samples are removed.

            i.  The field density for Types B, C, D, SP-III, SP-IV, and
                SP-V materials shall be measured in accordance with the
                requirements of ASTM D2950, at the minimum rate of three
                tests per lift, per 500 sy of each type of asphalt
                material placed in a day, as directed by the SDR.

            ii. A reference density test of the support material, for
                the asphalt concrete roadway lift to be constructed,
                shall be taken prior to the placement of the fresh
                asphalt concrete lift, or defined from previous test
                results. The density of the support material shall be
                used as reference in performing the density test of a
                fresh asphalt concrete lift in accordance with the
                requirements ASTM D2950, placed over the support
                material. A density test of the support material shall
                be taken at the rate of one (1) test for each 500 sy of
                surface or less to be paved over in a day, as directed
                by the SDR. The density of the support material shall be
                reported as "reference support material density" in the
                compaction test report of the constructed asphalt
                concrete pavement over the area represented by the
                support material compaction test.

    ```{=html}
    <!-- -->
    ```
    a.  Compaction Tests

        i.  Compaction tests shall be taken at random locations on the
            asphalt being placed, as directed by the SDR. The three (3)
            general areas in which tests are to be taken are the free
            edge of the mat, mat interior, and the joints. The number of
            tests taken in each area will vary but the total number of
            tests taken on any project shall be in the following
            approximate proportions.

+----+-------------------+---------------------------------------------+
| T  |                   |                                             |
| AB |                   |                                             |
| LE |                   |                                             |
| 0  |                   |                                             |
| 25 |                   |                                             |
| 10 |                   |                                             |
| -1 |                   |                                             |
| 16 |                   |                                             |
| .G |                   |                                             |
|    |                   |                                             |
| F  |                   |                                             |
| IE |                   |                                             |
| LD |                   |                                             |
| IN |                   |                                             |
| P  |                   |                                             |
| LA |                   |                                             |
| CE |                   |                                             |
| D  |                   |                                             |
| EN |                   |                                             |
| SI |                   |                                             |
| TY |                   |                                             |
| P  |                   |                                             |
| RO |                   |                                             |
| PO |                   |                                             |
| RT |                   |                                             |
| IO |                   |                                             |
| NS |                   |                                             |
+----+-------------------+---------------------------------------------+
| Lo |                   | \% of Total Tests                           |
| ca |                   |                                             |
| ti |                   | 20 to 33                                    |
| on |                   |                                             |
|    |                   | 33 to 60                                    |
| Fr |                   |                                             |
| ee |                   | 20 to 33                                    |
| Ed |                   |                                             |
| ge |                   |                                             |
| of |                   |                                             |
| Ma |                   |                                             |
| t^ |                   |                                             |
| 1^ |                   |                                             |
|    |                   |                                             |
| M  |                   |                                             |
| at |                   |                                             |
| In |                   |                                             |
| te |                   |                                             |
| ri |                   |                                             |
| or |                   |                                             |
|    |                   |                                             |
| J  |                   |                                             |
| oi |                   |                                             |
| nt |                   |                                             |
| s^ |                   |                                             |
| 2^ |                   |                                             |
+----+-------------------+---------------------------------------------+
| No |                   |                                             |
| te |                   |                                             |
| s: |                   |                                             |
+----+-------------------+---------------------------------------------+
| 1  | The free Edge of  |                                             |
|    | Mat test shall be |                                             |
|    | taken in the area |                                             |
|    | between one (1)   |                                             |
|    | foot and two (2)  |                                             |
|    | feet in from a    |                                             |
|    | free edge of a    |                                             |
|    | lift.             |                                             |
+----+-------------------+---------------------------------------------+
| 2  | Joints shall      |                                             |
|    | include the       |                                             |
|    | longitudinal and  |                                             |
|    | transverse butt   |                                             |
|    | joints between    |                                             |
|    | adjacent lifts of |                                             |
|    | asphalt having    |                                             |
|    | the same finish   |                                             |
|    | elevation. Tests  |                                             |
|    | may be taken on   |                                             |
|    | material placed   |                                             |
|    | against a cold    |                                             |
|    | joint edge of     |                                             |
|    | formed surface.   |                                             |
+----+-------------------+---------------------------------------------+

ii. Samples of the compacted Types S-III, S-IV, B, C, and D asphalt
    concretes may be taken and tested to determine compaction
    conformance of the finished pavement with the specified requirements
    either as requested by the CONTRACTOR, or as directed by the SDR.
    Cores shall be sampled and tested in accordance with 3.06 subpart D.
    -- Field Testing.

```{=html}
<!-- -->
```
E.  TEST REPORTS

    1.  Test reports shall include but not be limited to the information
        specified in TABLE 02510-116.H -- TEST REPORT.

  ------------- ------ ----------------------------------------------------------
  TABLE                
  02510-116.H          
  -- TEST              
  REPORT               

  A.                   Field Data and Test Results:

                1\.    Date of Sampling/Test

                2\.    SNL Project Number or Permit Number

                3\.    Project Title

                4\.    Asphalt Concrete Supplier

                5\.    Delivery Ticket Number (asphalt concrete sample --only)

                6\.    Job Mix Formula Number

                7\.    Location of Sample/Test as defined by Contract Documents

                8\.    Time of Sampling/Testing

                9\.    Material temperature at time of sampling, °F

                10\.   Ambient temperature at time of sampling, °F

                11\.   Field test results with reference specification limits
                       (compaction test)

  B.                   Laboratory Test Results

                1\.    Laboratory results as defined in TABLE 02510-116.F

                2\.    Field Test Data, per 3.06 subpart D. Field Testing.

  C.                   Recommended Pay Adjustment Factor for a LOT

                1\.    C~LM~, material factor, see TABLE 02510-116.J

                2\.    C~LC~, placement/compaction factor, see TABLE 02510-116.K
  ------------- ------ ----------------------------------------------------------

2.  Test results shall be reported to the SDR, CONTRACTOR, and the
    Supplier in writing, within 7 working days of completion of the
    sampling of the asphalt and/or the field testing. Non-complying
    tests shall be reported to the SDR, CONTRACTOR, and the Supplier
    within 1 working day of completion of the test.

3.  The New Mexico Registered Professional Engineer in direct charge of
    the laboratory shall certify on a quality assurance test report that
    the test procedures used to generate the report complied with the
    specifications.

## 3.07 PERFORMANCE AND ACCEPTANCE

A.  If there are failing tests on the asphalt concrete for material
    properties, placement, compaction or thickness, the SDR may, at his
    discretion, direct the LOT to be removed and replaced with materials
    complying with the specifications at no cost to the OWNER (SNL/NM),
    or may make reductions in the amount paid to the CONTRACTOR for
    asphalt concrete paving as defined in 3.07 Subpart B. below. A LOT
    shall be defined as the total tonnage placed in a day, for each type
    of material placed.

B.  Each LOT of asphalt concrete material shall be paid at an adjusted
    price, as determined by the schedule of values, for asphalt concrete
    calculated in accordance with the equation below and adjusted by a
    material factor, PFm, specified in TABLE 02510-116.J, as authorized
    by the SDR. Acceptance samples shall be sampled and tested in
    accordance with the requirements of 3.06 subpart D. Field Testing,
    and tested for compliance with the specifications. A material pay
    factor, PFm, shall be determined in accordance with TABLE
    02510-116.J, as defined for test results for combined aggregate
    gradation and asphalt content, as compared to the authorized job mix
    formula's production specifications. All complying acceptance
    samples taken in a day for a material type shall represent a LOT in
    the computation specified in TABLE 02510-116.J. Non complying
    acceptance samples shall be evaluated in accordance with these
    specifications as directed by the SDR. The material factor, PFM, for
    a LOT shall be determined based on the deviation of the average
    value, arithmetic mean, M, of the acceptance samples' test results
    from the job mix formula targets, T, adjusted for the range of the
    test results, maximum value minus the minimum value. If the absolute
    value of the deviation of the daily mean from the target is greater
    than the maximum allowable deviation, the LOT will be removed and
    replaced with materials complying with the specifications at no cost
    to the OWNER (SNL/NM), as directed by the SDR. If it is determined
    by the SDR to be more practical to accept the material under a
    specific project condition, the LOT may be accepted under written
    agreement between the OWNER (SNL/NM) and the CONTRACTOR at an
    assigned pay factor PFM=0.70, for a LOT having a compaction pay
    factor PFc, equal or greater than 0.85, as authorized by the SDR.

UP^'^= PF~M~ x UP

UP', Adjusted Unit Price/Ton

UP, Unit Price/Ton

PF~M~, Material Adjustment Factor

+---+-----------------+-------------------+-------------------+-------+
| T |                 |                   |                   |       |
| A |                 |                   |                   |       |
| B |                 |                   |                   |       |
| L |                 |                   |                   |       |
| E |                 |                   |                   |       |
| 0 |                 |                   |                   |       |
| 2 |                 |                   |                   |       |
| 5 |                 |                   |                   |       |
| 1 |                 |                   |                   |       |
| 0 |                 |                   |                   |       |
| - |                 |                   |                   |       |
| 1 |                 |                   |                   |       |
| 1 |                 |                   |                   |       |
| 6 |                 |                   |                   |       |
| . |                 |                   |                   |       |
| J |                 |                   |                   |       |
| - |                 |                   |                   |       |
| - |                 |                   |                   |       |
| M |                 |                   |                   |       |
| A |                 |                   |                   |       |
| T |                 |                   |                   |       |
| E |                 |                   |                   |       |
| R |                 |                   |                   |       |
| I |                 |                   |                   |       |
| A |                 |                   |                   |       |
| L |                 |                   |                   |       |
| F |                 |                   |                   |       |
| A |                 |                   |                   |       |
| C |                 |                   |                   |       |
| T |                 |                   |                   |       |
| O |                 |                   |                   |       |
| R |                 |                   |                   |       |
| , |                 |                   |                   |       |
| P |                 |                   |                   |       |
| F |                 |                   |                   |       |
| ~ |                 |                   |                   |       |
| M |                 |                   |                   |       |
| ~ |                 |                   |                   |       |
| , |                 |                   |                   |       |
| F |                 |                   |                   |       |
| O |                 |                   |                   |       |
| R |                 |                   |                   |       |
| G |                 |                   |                   |       |
| R |                 |                   |                   |       |
| A |                 |                   |                   |       |
| D |                 |                   |                   |       |
| A |                 |                   |                   |       |
| T |                 |                   |                   |       |
| I |                 |                   |                   |       |
| O |                 |                   |                   |       |
| N |                 |                   |                   |       |
| & |                 |                   |                   |       |
| B |                 |                   |                   |       |
| I |                 |                   |                   |       |
| N |                 |                   |                   |       |
| D |                 |                   |                   |       |
| E |                 |                   |                   |       |
| R |                 |                   |                   |       |
| C |                 |                   |                   |       |
| O |                 |                   |                   |       |
| N |                 |                   |                   |       |
| T |                 |                   |                   |       |
| E |                 |                   |                   |       |
| N |                 |                   |                   |       |
| T |                 |                   |                   |       |
+---+-----------------+-------------------+-------------------+-------+
| N |                 | For \[T-M\] equal |                   |       |
| U |                 | or greater than   |                   |       |
| M |                 | D', \[1, 2\]      |                   |       |
| B |                 |                   |                   |       |
| E |                 | D', MAXIMUM       |                   |       |
| R |                 | ALLOWABLE         |                   |       |
| O |                 | DEVIATION \[3\]   |                   |       |
| F |                 |                   |                   |       |
| D |                 |                   |                   |       |
| A |                 |                   |                   |       |
| I |                 |                   |                   |       |
| L |                 |                   |                   |       |
| Y |                 |                   |                   |       |
| S |                 |                   |                   |       |
| A |                 |                   |                   |       |
| M |                 |                   |                   |       |
| P |                 |                   |                   |       |
| L |                 |                   |                   |       |
| E |                 |                   |                   |       |
| S |                 |                   |                   |       |
+---+-----------------+-------------------+-------------------+-------+
| 1 |                 | 1.40D             | 1.20D             | D     |
+---+-----------------+-------------------+-------------------+-------+
| 2 |                 | D + R             | D + 0.37R         | D --  |
|   |                 |                   |                   | 0.10R |
+---+-----------------+-------------------+-------------------+-------+
| 3 |                 | D + 0.30R         | D + 0.07R         | D --  |
|   |                 |                   |                   | 0.14R |
+---+-----------------+-------------------+-------------------+-------+
| 4 |                 | D + 0.16R         | D -- 0.01R        | D --  |
|   |                 |                   |                   | 0.17R |
+---+-----------------+-------------------+-------------------+-------+
| 5 |                 | D +0.11R          | D -- 0.03R        | D --  |
|   |                 |                   |                   | 0.20R |
+---+-----------------+-------------------+-------------------+-------+
| 6 |                 | D + 0.09R         | D -- 0.05R        | D --  |
|   |                 |                   |                   | 0.22R |
+---+-----------------+-------------------+-------------------+-------+
| 7 |                 | D + 0.07R         | D -- 0.07R        | D --  |
|   |                 |                   |                   | 0.24R |
+---+-----------------+-------------------+-------------------+-------+
| 8 |                 | D + 0.06R         | D -- 0.08R        | D --  |
|   |                 |                   |                   | 0.25R |
+---+-----------------+-------------------+-------------------+-------+
| 9 |                 | D + 0.05R         | D -- 0.09R        | D --  |
|   |                 |                   |                   | 0.26R |
+---+-----------------+-------------------+-------------------+-------+
| 1 |                 | D + 0.04R         | D -- 0.10R        | D --  |
| 0 |                 |                   |                   | 0.27R |
| O |                 |                   |                   |       |
| R |                 |                   |                   |       |
| M |                 |                   |                   |       |
| O |                 |                   |                   |       |
| R |                 |                   |                   |       |
| E |                 |                   |                   |       |
+---+-----------------+-------------------+-------------------+-------+
| M |                 | 0.85              | 0.95              | 1.00  |
| A |                 |                   |                   |       |
| T |                 |                   |                   |       |
| E |                 |                   |                   |       |
| R |                 |                   |                   |       |
| I |                 |                   |                   |       |
| A |                 |                   |                   |       |
| L |                 |                   |                   |       |
| F |                 |                   |                   |       |
| A |                 |                   |                   |       |
| C |                 |                   |                   |       |
| T |                 |                   |                   |       |
| O |                 |                   |                   |       |
| R |                 |                   |                   |       |
| P |                 |                   |                   |       |
| F |                 |                   |                   |       |
| ~ |                 |                   |                   |       |
| M |                 |                   |                   |       |
| ~ |                 |                   |                   |       |
| \ |                 |                   |                   |       |
| [ |                 |                   |                   |       |
| 3 |                 |                   |                   |       |
| \ |                 |                   |                   |       |
| ] |                 |                   |                   |       |
+---+-----------------+-------------------+-------------------+-------+
| \ | D, production   |                   |                   |       |
| [ | tolerance +/-   |                   |                   |       |
| 1 | %, see TABLE    |                   |                   |       |
| \ | 02510-116.B and |                   |                   |       |
| ] | Section 2.02    |                   |                   |       |
|   | PROPORTIONING,  |                   |                   |       |
|   | and authorized  |                   |                   |       |
|   | job mix         |                   |                   |       |
|   | formula, R,     |                   |                   |       |
|   | range of test   |                   |                   |       |
|   | values, maximum |                   |                   |       |
|   | -- minimum      |                   |                   |       |
|   | values, M,      |                   |                   |       |
|   | average test    |                   |                   |       |
|   | value of a      |                   |                   |       |
|   | LOT's samples   |                   |                   |       |
|   | test results,   |                   |                   |       |
|   | T, target value |                   |                   |       |
|   | specified in    |                   |                   |       |
|   | the authorized  |                   |                   |       |
|   | job mix         |                   |                   |       |
|   | formula.        |                   |                   |       |
+---+-----------------+-------------------+-------------------+-------+
| \ | If the          |                   |                   |       |
| [ | deviation of    |                   |                   |       |
| 2 | the daily mean  |                   |                   |       |
| \ | from the target |                   |                   |       |
| ] | exceeds the     |                   |                   |       |
|   | maximum         |                   |                   |       |
|   | allowable       |                   |                   |       |
|   | deviation for a |                   |                   |       |
|   | LOT,            |                   |                   |       |
|   | \[T-M\]\>D',    |                   |                   |       |
|   | the LOT will be |                   |                   |       |
|   | removed and     |                   |                   |       |
|   | replaced with   |                   |                   |       |
|   | material        |                   |                   |       |
|   | complying with  |                   |                   |       |
|   | this            |                   |                   |       |
|   | specification,  |                   |                   |       |
|   | at no cost to   |                   |                   |       |
|   | the OWNER       |                   |                   |       |
|   | (SNL/NM), as    |                   |                   |       |
|   | directed by the |                   |                   |       |
|   | SDR. If         |                   |                   |       |
|   | determined by   |                   |                   |       |
|   | the SDR to be   |                   |                   |       |
|   | more practical  |                   |                   |       |
|   | to accept the   |                   |                   |       |
|   | material, the   |                   |                   |       |
|   | LOT may be      |                   |                   |       |
|   | accepted under  |                   |                   |       |
|   | written         |                   |                   |       |
|   | agreement       |                   |                   |       |
|   | between the     |                   |                   |       |
|   | OWNER (SNL/NM)  |                   |                   |       |
|   | and the         |                   |                   |       |
|   | CONTRACTOR at   |                   |                   |       |
|   | an assigned pay |                   |                   |       |
|   | factor PF~M~ =  |                   |                   |       |
|   | 0.70, for       |                   |                   |       |
|   | compaction      |                   |                   |       |
|   | LOT(s) having a |                   |                   |       |
|   | compaction      |                   |                   |       |
|   | factor, PF~C~,  |                   |                   |       |
|   | equal or        |                   |                   |       |
|   | greater than    |                   |                   |       |
|   | 0.85, as        |                   |                   |       |
|   | directed by the |                   |                   |       |
|   | SDR.            |                   |                   |       |
+---+-----------------+-------------------+-------------------+-------+
| \ | The material    |                   |                   |       |
| [ | factor PF~m~,   |                   |                   |       |
| 3 | shall be the    |                   |                   |       |
| \ | lowest of the   |                   |                   |       |
| ] | factors         |                   |                   |       |
|   | calculated for  |                   |                   |       |
|   | either the      |                   |                   |       |
|   | combined        |                   |                   |       |
|   | aggregate       |                   |                   |       |
|   | gradation of    |                   |                   |       |
|   | material        |                   |                   |       |
|   | passing the     |                   |                   |       |
|   | nominal maximum |                   |                   |       |
|   | size aggregate  |                   |                   |       |
|   | screen, 3/8     |                   |                   |       |
|   | inch, and       |                   |                   |       |
|   | smaller         |                   |                   |       |
|   | screens, or,    |                   |                   |       |
|   | the binder      |                   |                   |       |
|   | content.        |                   |                   |       |
+---+-----------------+-------------------+-------------------+-------+

C.  The placement and compaction factor, PF~c~, for a LOT shall be
    determined based on the average value of the compaction tests for
    the LOT, with any single test neither less than 90.0% nor greater
    than 98%, and TABLE 02510-116.K. If a test for a LOT is either less
    than 90.0% or greater than 98%, the LOT will be evaluated as
    directed by the SDR.

UP' = PF~c~ x UP

UP', Adjusted Unit Price

PF~c~, see TABLE 02510-116.K

UP, Unit Price

  ------------- --------------------- ---------------------------------------------
  TABLE                               
  02510-116.K                         
  -- PAY FACTOR                       
  (PF ~C~) FOR                        
  COMPACTION                          

  Average of                          Pay Factor, PF~c~
  Acceptance                          
  Test Results                        

  98.0% and                           \[1\]
  greater                             

  97.1 to 97.9                        0.85

  93.0 to 97.0                        1.00

  92.0 to 92.9                        0.95

  91.0 to 91.9                        0.90 \[2\]

  90.0 to 90.9                        0.85 \[2\]

  Less than 90%                       \[1\], \[2\]

  \[1\]         The material defined  
                for the LOT shall be  
                removed and replaced  
                with asphalt concrete 
                material complying    
                with this             
                Specification at no   
                cost to the OWNER     
                (SNL/NM), as directed 
                by the SDR. Upon      
                written agreement,    
                the CONTRACTOR and    
                SDR may determine     
                that for practical    
                purposes the LOT      
                shall not be removed. 
                If determined by the  
                SDR to be more        
                practical to accept a 
                LOT, a LOT may be     
                accepted under        
                written agreement     
                between the OWNER     
                (SNL/NM) and the      
                CONTRACTOR at an      
                assigned compaction   
                pay factor PF c =     
                0.50 \[2\], for a LOT 
                having a material pay 
                factor equal or       
                greater than 0.85, as 
                directed by the SDR.  

  \[2\]         When the lift is the  
                surface course, and   
                is accepted at this   
                pay factor, the       
                CONTRACTOR shall      
                apply a sanded fog    
                seal to the LOT       
                complying with the    
                applicable            
                requirements of City  
                of Albuquerque        
                "Standard             
                Specifications for    
                Public Works          
                Construction" SECTION 
                333 FOG SEAL, latest  
                edition as directed   
                by the SDR, at no     
                cost to the OWNER     
                (SNL/NM).             
  ------------- --------------------- ---------------------------------------------

\- END OF SECTION -