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Dec 15, 2003· I believe the Pennsylvania Department of Transportation's Standard Highway Specifications, Publication 408, are available on line. AASHTO 57 stone was listed in the section on coarse aggregates. The gradations are also given for AASHTO No. .

AASHTO #1's are too bulky to be used as a surfacing material, however, it makes an excellent stone for subgrade stabilization. Applications for this stone include construction entrances and ditch lining. It will not compact, and is a clean material.

Page 2 of 2 Compilation of Known T es t Da ta: T ec hS et # 1 Sample Da ta S ource Porosity Bulk Densit y Test / Desc riptio n AASHTO # 4 Universal Eng. Serv. 44.3% 78.6 lbs/ft 3 rodded C29 4 AASHTO # 57 Universal Eng. Serv. 43.2% 79.8 lbs/ft 3 rodded C29 4 AASHTO # 4 Universal Eng. Serv. 46.1% 70.8 lbs/ft 3 rodded C29 5 AASHTO # 57 Universal Eng. Serv. 42.8% 74.8 lbs/ft 3 rodded C29 5

Jul 15, 2016· Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming to the following: (1) Los Angeles abrasion, AASHTO T 9635 percent max. (2) Soundness of aggregate using sodium sulfate, AASHTO T 104 (course and fine) (5 cycles)12 percent loss max. (3) Durability index (coarse), AASHTO T 21035 min. (4)

57 or Size No. 67, Subsection 903.22, as may be specified or directed. Coarse aggregate for concrete curbing placed by machine-extrusion methods shall be Size No. 7, 57, 67 or 78, Subsection 903.22. The coarse aggregates shall otherwise conform to the requirements of AASHTO M 80, with the following exceptions and stipulations:

(X) = Stone consists largely of this size (..) = Stone can consist of up to 15% of this size (.) = Stone can consist of up to 10% of this size * Each Stone gradation can contain up to 10% upper and lower grades and some fine material (sand).

AASHTO M 92 Materials Finer than 75 mm (No. 200) Sieve in ... stone sources must meet the physical requirements for coarse aggregate 6A prior to crushing. The Engineer will only allow ... Ensure the fine aggregate portion of the gradation does not exceed a liquid limit .

In many cases AASHTO No. 3 stone is specified; however, other aggregate gradations such as AASHTO No. 1, No. 2, and smaller have also been used successfully. Optional choker course In many cases when using an AASHTO No. 3 stone for the recharge bed, an AASHTO No. 57 stone has worked well as a choker course.

Material that passes the No. 200 (75 µm) sieve AASHTO T 11 Sulphur content ASTM E 30, Leco method Weathering ASTM G 23 Petrographic analysis ASTM C 295 Soundness (magnesium sulfate) AASHTO T 104 Percent wear AASHTO T 96 Aggregate gradation AASHTO T 27 Reactivity ASTM C 227, C 289, and C 586 Schist or phyllite GDT 104

About #57 Limestone Gravel. The size of #57 Stone is 1 inch and under. Applications: Driveway Gravel RV Pads Drainage Control French Drains Walkways Concrete Mix #57 Stone .

Note 1- As per chemical requirements of AASHTO M 240 for Type IP blended ceme nt. Note 2- As per chemical requirements of AASHTO M 240 for Type I(SM) blended cement. Note 3- There are cases where the optimum SO3 (using ASTM test method C563) for a particular cement is close to or in excess of the limit in this specification.

Furnish Type 1 structural backfill that meets the gradations of Items 304, 411, or 617, except 0 to 20 percent may pass the P-200 sieve. Furnish Type 3 structural backfill that meets the gradations of No. 57 or 67. Reclaimed asphalt concrete is not allowed for any bedding or backfill materials.

The listed AASHTO designations are for gradations only. The stone must also be clean, crushed, angular. For example, a specification for #4 stone would state: "Clean, crushed, angular No. 4 (AASHTO M43) stone." 2. As an alternative to proctor testing and field density measurements in the 'A' location, StormTech compaction requirements are met ...

AASHTO table. Gradation - Gradation is the particle size distribution of aggregates determined by using sieves with square openings. The percentage of materials allowed to pass each sieve is usually referred to in the specification for the intended item. For instance, the specifications may call for an AASHTO No. 57. The gradation,

gradation. A round pointed shovel or a spade may be used to facilitate collecting a mass of material when representing the gradation isn't necessary. Although, all three of these devices distort gradation samples to the fine side, the square pointed shovel is the preferred tool for sampling products for gradation testing.

1" 90-100 4323 North River Road • Port Allen, Louisiana 70767 Phone (225) 383-0843 • Fax (225) 383-0843 #610: Sieve Size %Passing

The AASHTO system ranks specs according to size (1-10), with 1 being the largest (all material must pass a 4" sieve) and 10 being the smallest (all material passing a 3/8" sieve). Multi-digit specs represent a blend of one or more of the ten basic specs (i.e. AASHTO 57 is a blend of AASHTO 5 and AASHTO 7).

AASHTO #57 Stone Specs AASHTO #57 stone as defined by quarries, state agencies, etc. is an open-graded, self-compacting aggregate blend of size 5, 6, & 7 stone. This material cannot be 'compacted' in a true sense, but can be properly oriented with compaction equipment. This is particularly important when using #57 stone under Flexi-Pave surfaces.

WSDOT Errata to FOP for AASHTO T 27_T 11 . Sieve Analysis of Fine and Coarse Aggregates . WAQTC FOP for AASHTO T 27_T 11 has been adopted by WSDOT with the following changes: Procedure Method C – Method not recognized by WSDOT. Sample Preparation Table 1 Test Sample Sizes for Aggregate Gradation Test – Shall conform to the following table and

Gradation / Sieve Analysis AASHTO T 27 Sieve Size Maximum Weight Allowed 8 in. Sieve Maximum Weight Allowed 12 in. Sieve Less than No. 4 200 469 No. 4 (4.75mm) 330 800 ⅜ in. (9.5mm) 670 1590 ½ in. (12.5mm) 890 2090 ¾ in. (19.0mm) 1350 3180 Note: Typically 12-inch diameter sieves are used for coarse aggregate and mixture (furnace burn ...

Fine aggregate and/or sand not defined, only coarse (by AASHTO No. 57). To be in compliance with Section 703.2, all points must be satisfied (invokes QA/QC program and Bulletin 14 listing). In other words— Suppliers will not certify glass. Glass excluded by AASHTO No. 57 gradation AASHTO reference can be stand alone

AASHTO T 85 defines absorption as the increase in the weight of aggregate because of water in the pores of the material, but not including water ... contracts may specify a unique gradation or aggregate. Details pertaining to this special requirement appear in the .

Stone by location Unit Weight (Lbs/Ft³) Stone is also sold out of our three distribution yards, Gilmerton, Berkley and Toano. Please call for stone information. *Test performed with Magnesium Sulfate (MgSO₄) **Dense Graded refers to base, dust, crusher run How to compute approximate stone tonnages: Use the Technical Data Chart above to find the

Compacting AASHTO #57 - Earthwork/grading engineering. Dec 15, 2003· I believe the Pennsylvania Department of Transportation's Standard Highway Specifications, Publication 408, are available on line AASHTO 57 stone was listed in the section on coarse aggregat The gradations are also given for AASHTO No 1, 3, 5, 67, 7, 8, and 10 coarse aggregate.
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