704
7-8SECTIO N 704 – AGGREGATES
704.01FINE AGGREGATE FOR CONCRETE . Fine aggregate for concrete shall consist of natural
sand, manufactured sand, or stone screenings washed in an approved manner or a combination thereof. Fine aggregate shall consist of clean, hard, durable grains, unifo rmly graded from coarse to fine, shall be free from detrimental amounts of organic matter or other harmful substances, and shall be obtained from approved sources.
determined in accordance with AASHTO T 27. TABLE 704.01A – GRADATION OF FINE AGGREGATE FOR CONCRETE Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 3/8 inch (9.50 mm) 100 No. 4 (4.75 mm) 95 – 100 No. 16 (1.18 mm) 50 – 80 No. 30 (0.600 mm) 25 – 60 No. 50 (0.300 m m) 10 – 30 No. 100 (0.150 mm) 2 – 10 The fineness modulus on that portion of material passing the 3/8 inch (9.50 mm) sieve shall be determined by laboratory sieve tests. The fineness modulus is defined as the summation of the percentages of sand retained on the No. 100 (0.150 mm), No. 50 (0.300 mm), No. 30 (0.600 mm), No. 16 (1.18 mm), No. 8 (2.36 mm), and No. 4 (4.75 mm) sieves, divided by 100. The minimum and maximum fineness moduli shall be 2.30 and 3.10, respectively. Fine aggregate from any one source for any one designated mix having a variation in fineness modulus greater than ± 0.20 from the fineness modulus of a representative sample proposed for use may be rejected.
as determined in accordance with AASHTO T 21 .
704 7-9 (c) Compressive Strength of Mortar . When sand or a combination of stone screenings and sand is mixed with Portland cement in th e proportion of one part of cement to three parts of sand (or of the combination of stone screenings and sand) by mass (weight), according to the standard method of making 2 inch cubes, the resulting mortar at the ages of 3 days and 7 days shall have a compressive strength of at least 100% of that developed in the same time by mortar of the same proportions and flow, made of the same cement and graded Ottawa sand, when tested in accordance with AASHTO T 106 .
104. The weighted average percentage of loss shall be not more than 8% by mass (weight) when subjected to five cycles of the sodium sulfate soundness test.
704.02COARSE AGGREGATE FOR CONCRETE . Coarse aggrega te for concrete shall consist of
clean, hard, crushed stone or washed crushed gravel free of deleterious material. Crushed stone and crushed gravel shall not be blended in the stockpile. It shall be obtained from approved sources and shall meet the followi ng requirements:
TABLE 704.02A – COARSE AGGREGATE FOR CONCRETE PROPERTIES Property Test Method Requirement Percent wear (igneous) AASHTO T 96 50% max. Percent wear (all other) AASHTO T 96 35% max. Flat and elongated particles (1:5 ratio) ASTM D4791 10% max. Soundness (5 cycles, sodium sulfate solution) AASHTO T 104 8% max. Angularity (one fractured face) AASHTO T 335 100% min. Angularity (two fractured faces) AASHTO T 335 50% min.
704 7-10 (b) Coarse Aggregate for Concrete, 3/8 Inch . The gradation of 3/8 inch coarse aggregate for concrete shall meet the requirements of Table 704.02B as determined in accordance with AASHTO T 27 . TABLE 704.02B – GRADATION OF COARSE AGGREGATE FOR CONCRETE, 3/8 INCH Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 1/2 inch (12.5 mm) 100 3/8 inch (9.50 mm) 85 – 100 No. 4 (4.75 mm) 10 – 30 No. 8 (2.36 mm) 0 – 10 No. 16 (1.18 mm) 0 – 5
shall meet the requirements of Table 704.02C as determined in accordance with AASHTO T 27 . TABLE 704.02C – GRADATION OF COARSE AGGREGATE FOR CONCRETE, 3/4 INCH Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 1 inch (25.0 mm) 100 3/4 inch (19.0 mm) 90 – 100 3/8 inch (9.50 mm) 20 – 55 No. 4 (4.75 mm) 0 – 10 No. 8 (2.36 mm) 0 – 5
concrete shall meet the requirements of Table 704.02D as determined in accordance with AASHTO T 27. TABLE 704.02D – GRADATION OF COARSE AGGREGATE FOR CONCRETE, 1 -1/2 INCH Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 2 inch (50.0 mm) 100 1-1/2 inch (37.5 mm) 95 – 100 3/4 inch (19.0 mm) 35 – 70 3/8 inch (9.50 mm) 10 – 30 No. 4 (4.75 mm) 0 – 5 704 7-11 704.03 AGGREGATE FOR RAILROAD BALLAST . Aggregate for railroad ballast shall be granite, traprock, or quartzite, free of carbonates and slag, and meet the requirements of AREMA Chapter 1, Section 2.3 . and AREMA Chapter 1, Section 2. 4. Aggregate for railroad ballast shall meet the following gradation requirements in accordance with AREMA Table 1 -2-1 for the respective size number :
3.
4.
5.
704.04GRAVEL FOR SUBBASE . Gra vel for subbase shall consist of material reasonably free from silt,
loam, clay, and organic matter. It shall be obtained from approved sources and shall meet the following requirements:
in accordance with AASHTO T 27 and AASHTO T 11 . TABLE 704.04A – GRADATION OF GRAVEL FOR SUBBASE Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves No. 4 (4.75 mm) 20 – 60 No. 100 (0.150 mm) 0 – 12 No. 200 (0.075 mm) 0 – 6
AASHTO T 96 .
704.05CRUSHED GRAVEL FOR SUBBASE . Crushed gravel for subbase shall be produced from
gravels or crushed quarried rock and shall be a reasonably free from silt, loam, clay, or organic matter. It shall be obtained from an approved source and shall meet the following requirements:
704 7-12 (a) General Requirements .
with AASHTO T 96 .
mm) sieve shall have at least one fractured face as determined in accordance with AASHTO T 335 .
gradation requirements of Table 704.05A as determined in accordance with AASHTO T 27 and AASHTO T 11 . TABLE 704.05A – GRADATION OF CRUSHED GRAVEL FOR SUBBASE, FINE GRADED Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 2 inch (50.0 mm) 100 1-1/2 inch (37.5 mm) 90 – 100 No. 4 (4.75 mm) 30 – 60 No. 100 (0.150 mm) 0 – 12 No. 200 (0.075 mm) 0 – 6
the gradation requirements of Table 704.05B as determined in accordance with AASHTO T 27 and AASHTO T 11 . TABLE 704.05B – GRADATION OF CRUSHED GRAVEL FOR SUBBASE, COARSE GRADED Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 4 inch (100 mm) 95 – 100 No. 4 (4.75 mm) 25 – 50 No. 100 (0.150 mm) 0 – 12 No. 200 (0.075 mm) 0 – 6
704 7-13 704.06 DENSE GRADED CRUSHED STONE FOR SUBBASE . Dense graded crushed stone for subbase shall consist of product resulting from the mechanical crushing of quarried bedrock, boulders, or cobbles. It shall be sufficiently free from dirt, deleterious material, and pieces that are structurally weak, shall be obtained from approved sources, and shall meet the following requirements:
704.06A as determined in accordance with the requirements of AASHTO T 27 and AASHTO T 11
TABLE 704.06A – GRADATION OF DENSE GRADED CRUSHED STONE FOR SUBBASE Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 3-1/2 inch (87.5 mm) 100 3 inch (75.0 mm) 90 – 100 2 inch (50.0 mm) 75 – 100 1 inch (25.0 mm) 50 – 80 1/2 inch (12.5 mm) 30 – 60 No. 4 (4.75 mm) 15 – 40 No. 200 (0.075 mm) 0 – 6
AASHTO T 96 . When the aggregate is composed of crushed igneous rock, the percent of wear shall be not more than 50% when tested in accordance with AASHTO T 96 .
No. 4 (4.75 mm) sieve shall consist of flat and elongated particles in accordance with the requirements of ASTM D4791 .
screenings produced by the crushing process. The material shall consist of hard, durable particles sufficiently free from dirt, organic material, structurally weak pieces, and other deleterious materials and shall com ply with the requirements of Subsection 704.06(b) and Subsection
Filler material shall meet the gradation requirements of Table 704.06B as determined in accordance with AASHTO T 27 and AASHTO T 11 .
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7-14TABLE 704.06B – GRADATION OF FILLER MATERIAL
Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 3/4 in (37.5 mm) 100 1/2 in (12.5 mm) 70 – 100 No. 4 (4.75 mm) 50 – 90 No. 100 (0.150 mm) 0 – 12 No. 200 (0.075 mm) 0 – 6
704.07GRAVEL FILTER FOR SLOPE STABILIZATION . Gravel filter for slope stabilization shall
consist of stone and sand that is reasonably free from loam, silt, clay, and organi c material and shall meet the requirements of Table 704.07A as determined in accor dance with AASHTO T 27 . TABLE 704.07A – GRADATION OF GRAVEL FILTER FOR SLOPE STABILIZATION Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 1/2 inch (12.5 mm) 100 No. 4 (4.75 mm) 20 – 80 No. 200 (0.075 mm) 0 – 12
704.08GRANULAR BACKFILL FOR STRUCTURES . Granular backfill for structures shall consist of
granular material reasonably free from loam, silt, clay, and organic material and shall meet the gradation requirements of Table 704.08A as determined in accordance with AASHTO T 27 and AASHTO T 11 . TABLE 704.08A – GRADATION OF GRANULAR BACKFILL FOR STRUCTURES Sieve Designation Percentage by Mass (Weight) Passing Square Mesh Sieves 3 inch (75.0 mm) 100 No. 4 (4.75 mm) 45 – 75 No. 100 (0.150 mm) 0 – 12 No. 200 (0.075 mm) 0 – 6
704 7-15 704.09 BACKFILL FOR MUCK EXCAVATION . Backfill for muck excavation shall consist of granular material or blasted rock broken into various sizes that will form a compact embankment with a minimum of voids. When granular material is used , it shall meet the requirements of Subsection 703.04 .
704.10AGGREGATE FOR BITUMINOUS CONCRETE MIXTURES . The aggregate for bituminous
concrete mixtures shall come from approved sources and be free from dirt, deleterious material, and pieces which are structurally weak. Coarse aggregate shall mean that portion of material coarser than the No. 8 (2.36 mm) sieve. C oarse aggregate for bituminous concrete mixtures shall consist of clean, hard, crushed stone or crushed gravel
and be uniformly graded.
Fine aggregate shall mean that portion of material finer than the No. 8 (2.36 mm) sieve. Fine aggregate
for bituminous concrete mixtures shall consist of stone screenings or a combination of stone screenings,
screened natural sand or manufactured sands, and other fine aggregates, such that at least 95% of any
individual stockpile of the fine aggregate will pass the 3/8 inch (9.50 mm) sieve.
At the discretion of the Agency, aggregates identified as prone to stripping will require testing to determine
stripping potential, and those with stripping shall require the use of an anti-strip additive meeting the
requirements of Subsection 702.04.
Aggregate for bituminous concrete mixtures shall meet the following requirements:
pavement shall meet the requirements of Table 704.10A.
TABLE 704.10A – SUPERPAVE COARSE AGGREGATE PROPERTIES
Property Test Method Traffic Volume
(ESALs) Requirement
Percent wear (igneous) AASHTO T 96 All 50% max.
Percent wear (all other) AASHTO T 96 All 35% max.
Flat and elongated particles (1:5 ratio) ASTM D4791 All 10% max.
Soundness (5 cycles, sodium sulfate
solution) AASHTO T 104 All 12% max.
Angularity (one fractured face) AASHTO T 335 < 30,000,000 95% min.
≥ 30,000,000 100% min.
Angularity (two fractured faces) AASHTO T 335 < 30,000,000 90% min.
≥ 30,000,000 100% min.
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shall meet the requirements of Table 704.10B.
TABLE 704.10B – SUPERPAVE FINE AGGREGATE PROPERTIES
Property Test Method Traffic Volume
(ESALs) Requirement
Angularity (uncompacted voids) AASHTO T 304, Method A All 45% min.
Soundness (5 cycles, sodium
sulfate solution) AASHTO T 104 All 12% max.
Sand equivalent (clay content) AASHTO T 176 < 30,000,000 45% min.
≥30,000,000 50% min.
shall meet the requirements of Table 704.10C.
TABLE 704.10C – BONDED WEARING COURSE COARSE AGGREGATE PROPERTIES
Property Test Method Requirement
Percent wear (igneous) AASHTO T 96 50% max.
Percent wear (all other) AASHTO T 96 35% max.
Angularity (one fractured face) AASHTO T 335 95% min.
Angularity (two fractured faces) AASHTO T 335 90% min.
Flat and elongated particles (1:3 ratio) ASTM D4791 25% max.
Soundness (5 cycles, sodium sulfate solution) AASHTO T 104 12% max.
Clay lumps and friable particles AASHTO T 112 2% max.
meet the requirements of Table 704.10D.
TABLE 704.10D – BONDED WEARING COURSE FINE AGGREGATE PROPERTIES
Property Test Method Requirement
Angularity (uncompacted voids) AASHTO T 304, Method A 45% min.
Soundness (5 cycles sodium
sulfate solution) AASHTO T 104 12% max.
Sand equivalent (clay content) AASHTO T 176 60% min.
Clay lumps and friable particles AASHTO T 112 2% max.
Methylene blue AASHTO T 330 10 mg/g max.
704
bituminous concrete mixtures. Mineral filler shall consist of approved limestone dust, talc dust,
hydrated lime, or Type I Portland cement. Mineral filler shall meet the requirements of Table
TABLE 704.10E – GRADATION OF MINERAL FILLER
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
No. 30 (0.600 mm) 100
No. 200 (0.075 mm) 75 – 100
704.11AGGREGATE FOR BITUMINOUS SURFACE TREATMENTS. Aggregate that is used for
bituminous surface treatments shall meet the following requirements:
Table 704.11A as determined in accordance with AASHTO T 27 and AASHTO T 11.
TABLE 704.11A – GRADATION OF SAND COVER
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
No. 8 (2.36 mm) 100
No. 16 (1.18 mm) 50 – 85
No. 30 (0.600 mm) 25 – 60
No. 50 (0.300 mm) 5 – 30
No. 200 (0.075 mm) 0 – 10
704.12AGGREGATE FOR SURFACE COURSES AND SHOULDERS. Aggregate for surface courses
and shoulders shall consist solely of crushed gravel or crushed stone. It shall be obtained from approved
sources, be reasonably free from deleterious materials, and shall meet the following requirements:
requirements of Table 704.12A as determined in accordance with AASHTO T 27 and
AASHTO T 11.
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TABLE 704.12A – GRADATION OF AGGREGATE SURFACE COURSE
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
1-1/2 inch (37.5 mm) 100
1 inch (25 mm) 95 – 100
No. 4 (4.75 mm) 45 – 65
No. 100 (0.150 mm) 10 – 15
No. 200 (0.075 mm) 8 – 12
accordance with AASHTO T 96.
material coarser than the No. 4 (4.75 mm) sieve from each stockpile shall have at least two
fractured faces as determined in accordance with AASHTO T 335.
accordance with ASTM D4318.
consist of clean, hard, crushed stone. It shall be reasonably free from dirt, deleterious material, and
pieces that are structurally weak. The material shall be uniformly graded and shall meet the
requirements of Table 704.12B as determined in accordance with AASHTO T 27 and AASHTO T
11.
TABLE 704.12B – GRADATION OF AGGREGATE SURFACE COURSE, PATHS AND TRAILS
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
3/8 inch (9.50 mm) 100
No. 4 (4.75 mm) 75-90
No. 8 (2.36 mm) 55 – 80
No. 16 (1.18 mm) 35 – 50
No. 30 (0.600 mm) 25 – 50
No. 200 (0.075 mm) 6 – 15
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gradation requirements of Table 704.12C as determined in accordance with AASHTO T 27
and AASHTO T 11.
TABLE 704.12C – GRADATION OF AGGREGATE SHOULDERS
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
1 inch (25.0 mm) 100
3/4 inch (19.0mm) 90 – 100
No. 4 (4.75 mm) 35 – 65
No. 200 (0.075 mm) 9 – 15
mm) sieve from each stockpile shall have at least two fractured faces as determined in
accordance with AASHTO T 335.
Subsection 704.22(a) and 100% of the material shall pass the 1-1/2 inch (37.5 mm) sieve prior to
placement.
704.13SAND FOR CEMENT MORTAR. Sand for cement mortar shall consist of clean, hard, durable
grains. It shall be uniformly graded from coarse to fine and shall be free from detrimental amounts of
organic matter or other harmful substances.
determined in accordance with AASHTO T 27 and AASHTO T 11.
accordance with AASHTO T 21.
104. The weighted average percentage of loss shall be not more than 8% by mass (weight) when
subjected to five cycles of the sodium sulfate soundness test.
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704.14LIGHTWEIGHT COARSE AGGREGATE FOR CONCRETE. Lightweight coarse aggregate for
concrete shall be clean, hard, and uniformly graded. It shall be reasonably free from dirt, deleterious
material, and pieces that are structurally weak and shall meet the requirements of AASHTO M 195 and
ASTM C330. The Contractor shall submit the results of AASHTO M 195, Section 4.1.2; AASHTO M 195,
Section 5.2; ASTM C330, Section 5.1.2; and ASTM C330, Section 6.2 testing performed within the last 5
years.
accordance with AASHTO T 21.
the requirements of AASHTO T 96.
specified in Subsection 704.02(a).
submitted on the approved mix design.
704.15AGGREGATE FOR SHOTCRETE. Aggregate for shotcrete shall conform to the requirements of
AASHTO M 80.
determined in accordance with AASHTO T 27 and AASHTO T 11.
TABLE 704.15A – GRADATION OF AGGREGATE FOR SHOTCRETE
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
1/2 inch (12.5 mm) 100
3/8 inch (9.50 mm) 90 – 100
No. 4 (4.75 mm) 70 – 85
No. 8 (2.36 mm) 50 – 70
No. 16 (1.18 mm) 35 – 55
No. 30 (0.600 mm) 20 – 35
No. 50 (0.300 mm) 8 – 20
No. 100 (0.150 mm) 2 – 10
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AASHTO T 96.
subjected to five cycles of sodium sulfate solution in accordance with AASHTO T 104.
704.16DRAINAGE AGGREGATE. Drainage aggregate shall be produced from gravels or crushed
quarried rock, shall be obtained from approved sources, and shall consist of clean, hard, sound, and durable
material.
gradation requirements of Table 704.16A as determined in accordance with AASHTO T 27.
TABLE 704.16A – GRADATION OF DRAINAGE AGGREGATE
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
1 inch (25 mm) 100
3/4 inch (19.0) 90 – 100
3/8 inch (9.5 mm) 20 – 55
No. 4 (4.75 mm) 0 – 10
No. 8 (2.36 mm) 0 – 5
AASHTO T 96.
704.17AGGREGATE FOR EROSION PREVENTION AND SEDIMENT CONTROL. Aggregate for
erosion prevention and sediment control (EPSC) shall consist of clean, hard, crushed stone or crushed
gravel and shall be reasonably free from dirt and deleterious material. It shall be uniformly graded and
meet the gradation requirements of Table 704.17A as determined in accordance with AASHTO T 27.
TABLE 704.17A – GRADATION OF AGGREGATE FOR EPSC
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
6 inch (150 mm) 100
4 inch (100 mm) 80 – 100
3 inch (75.0 mm) 40 – 60
2 inch (50.0 mm) 0 – 20
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704.18SELECT BACKFILL FOR MSE STRUCTURES. Select backfill for mechanically stabilized
earth (MSE) structures shall be substantially free from organic matter and otherwise deleterious materials
and shall meet the following requirements:
Table 704.18A as determined by AASHTO T 27.
TABLE 704.18A – GRADATION OF SELECT BACKFILL FOR MSE STRUCTURES
Sieve Designation Percentage by Mass (Weight)
Passing Square Mesh Sieves
4 inch (100 mm) 100
3 inch (75.0 mm) 75 – 100
No. 40 (0.425 mm) 0 – 60
No. 200 (0.075 mm) 0 – 12
poor durability characteristics. The material shall have a sodium sulfate soundness loss of less than
8% after five cycles, as determined in accordance with AASHTO T 104.
shall not exceed 6.
systems shall conform to the requirements of Table 704.18B.
TABLE 704.18B – BACKFILL FOR METALLICALLY REINFORCED SYSTEMS
Property Test Method Requirement
Resistivity at 100% saturation AASHTO T 288 3,000 ohm-cm min.
pH AASHTO T 289 5 – 10
Sulfates AASHTO T 290 200 ppm max.
Chlorides AASHTO T 291 100 ppm max.
Organic content AASHTO T 267 < 1%
704
reinforced systems shall conform to the requirements of Table 704.18C.
TABLE 704.18C – BACKFILL FOR GEOSYNTHETICALLY REINFORCED SYSTEMS
Base Polymer Type Test Method Requirement
Polyester (PET) AASHTO T 289 3 < pH ≤ 9
Polyolefin (PP & HDPE) AASHTO T 289 3 < pH
704.19LIGHTWEIGHT FINE AGGREGATE FOR CONCRETE. Lightweight fine aggregate for
concrete shall be clean, hard, and uniformly graded. It shall be reasonably free from dirt and deleterious
material and shall meet the requirements AASHTO M 195 and ASTM C330. AASHTO M 195, Section
4.1.2; AASHTO M 195, Section 5.2; ASTM C330, Section 5.1.2; and ASTM C330, Section 6.2 testing will
not be required.
accordance with AASHTO T 21.
submitted on the approved mix design.
704.20PROCESSED GLASS AGGREGATE. Materials used to produce processed glass aggregate
Approved Products List shall meet the following requirements:
AASHTO M 318, Section 5.2 and AASHTO M 318, Section 5.5.
or mirror) glass, or other glass products will be allowed in PGA. The PGA material shall not
contain more than trace amounts of screw tops, plastic cap rings, or other contaminants. Amounts
of contaminants greater than 1% by weight shall be grounds for rejection of the entire PGA batch.
704
lightbulbs, and shall not meet the definition of hazardous waste given in 42 U.S.C. § 6903 or in
the state or local jurisdiction. Glass containers containing, or having contained, toxic or hazardous
materials will not be allowed, and, when present, shall be grounds for rejecting the entire stockpile
of PGA or PGA blends.
shall be performed at a minimum frequency of one test per 2,500 cubic yards of material produced
by a stable process and shall demonstrate conformance with the requirements of Subsection
(a), Subsection 704.20(b), and Subsection 704.20(c). A copy of each test result shall be
made available to the Engineer upon request.
704.21RECYCLED CONCRETE AGGREGATE. Recycled concrete aggregate (RCA) shall consist of
recycled concrete that has been crushed. RCA materials listed on the Agency’s Approved Products List
shall meet the requirements of AASHTO M 319 and the following exceptions:
not to exceed a total of 5% by weight. The RCA material shall not contain more than trace amounts
of wire, steel or plastic that were associated with the original placement of the concrete, bituminous
material, or unreacted cementitious materials. No additional wire, steel or plastic may be added to
the RCA. No discernable amounts of oils, fats, soaps, surfactants, or organic contaminants shall
be present in the RCA.
waste given in 42 U.S.C. § 6903 or in the state or local jurisdiction. Concrete structures used to
contain hazardous materials will not be allowed, and, when present, shall be grounds for rejection
of the entire stockpile of RCA or RCA blends.
shall be performed at a minimum frequency of one test per 2,500 cubic yards of material produced
by a stable process and shall demonstrate conformance with the requirements of Subsection
(a), Subsection 704.21(b), and Subsection 704.21(c). A copy of each test result shall be
made available to the Engineer upon request.
704.22RECYCLED ASPHALT MATERIALS. Recycled asphalt materials (RAM) include recycled
asphalt pavement (RAP) and recycled asphalt shingles (RAS).
The bitumen component of RAM shall be asphalt binder and shall be free of significant contents of
solvents, tars, and other volatile organic compounds or foreign substances that will make the RAM
unacceptable for recycling as determined by the Agency.
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pavement. The Contractor may blend, crush, or prepare the RAP into one or more homogenous
stockpiles. RAP used in Superpave bituminous concrete pavement shall meet the requirements of
Subsection 704.10(a) and Subsection 704.10(b).
following requirements:
comply with the provisions of AASHTO M 350.
control tests shall be performed at a minimum frequency of one test per 2,500 cubic yards
of material produced by a stable process and shall demonstrate conformance with the
requirements of Subsection 704.22(b)(1). A copy of each test result shall be made available
to the Agency upon request.
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7-26SECTION 705 – MASONRY UNITS
705.01BRICK . Brick masonry units shall meet the following requirements:
SX, Type I.
with ASTM C1272 , unless otherwise specified.
base, shall be in accordance with ASTM C1272 , Type R.
with ASTM C1272 , Type F.
705.02CONCRETE MASONRY BLOCKS . Concrete masonry blocks shall be in accordance with ASTM
C139 .
705.03PRECAST DROP INLETS, CATCH BASINS, AND MANHOLES . Precast drop inlets, catch
basins, and manholes shall be in accordance with AASHTO M 199 .
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