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Bases & Subbases

02630Base Aggregate

OR · 2024 Standard SpecificationsBook pages 11991200View official source ↗

02630.10 1133 Section 02630 - Base Aggregate

Description

02630.00Scope - This Section includes the requirements for Aggregates in Base

Materials

02630.10Dense-Graded Aggregate:

(a)Grading - Dense-graded base Aggregate shall be crushed Rock , including Sand. Uniformly

grade the Aggregates from coarse to fine. Sieve analysis shall be determined according to AASHTO T 27. The Aggregates shall conform to one of the grading requirements of Table 02630-1 as identified in the Special Provisions or indicated by the Pay Items in the Contract Schedule of Items.

Table 02630-1 Grading Requirements for Dense -Graded Aggregate Separated Sizes Sieve Size 2 1/2" - 0 2" - 0 1 1/2" - 0 1" - 0 3/4" - 0 Percent Passing (by Weight) 3" 100 2 1/2" 95 - 100 100 2" – 95 - 100 100 1 1/2" – – 95 - 100 100 1 1/4" 55 - 75 – – – 1" – 55 - 75 – 90 - 100 100 3/4" – – 55 - 75 – 90 - 100 1/2" – – – 55 - 75 – 3/8" – – – – 55 - 75 1/4" 30 - 45 30 - 45 35 - 50 40 - 55 40 - 60 No. 4 1 – – – – – No. 10 2 2 2 2 2

1 Report percent passing sieve when no grading requirements are listed 2 Of the fraction passing the 1/4 inch sieve, 40 percent to 60 percent shall pass the No. 10 sieve

(b)Fracture Of Rounded Rock - Fracture of rounded Rock shall be determined according to

AASHTO T 335. Provide at least one fractured face based on the following percentage of particles retained on the 1/4 inch sieve for the designated size:

Minimum Percent of Fractured Particles (by Weight of Material)

Designated Size Retained on 1/4 inch Sieve

1 1/2" - 0 and larger 50 Smaller than 1 1/2" - 0 70

02630.11 1134 (c) Durability - Dense -graded Aggregate shall meet the following durability requirements:

Test Test Method Requirements

Abrasion AASHTO T 96 35.0% maximum Degradation (coarse Aggregate) Passing No. 20 sieve ODOT TM 208 30.0% maximum Sediment Height ODOT TM 208 3.0" maximum

(d)Sand Equivalent - Dense-graded Aggregate shall be tested according to AASHTO T 176, and

shall have a Sand equivalent of not less than 30.

02630.11Open -Graded Aggregate:

(a)Grading - Open -graded Aggregate shall conform to the following grading requirements:

Table 02630-2 Aggregate Gradation for Open -Graded Aggregate Percent Passing Sieve Size (by Weight) 1" 100 3/4" 80 - 98 1/2" 60 - 85 3/8" 30 - 65 No. 10 5 - 20 No. 40 0 - 6 No. 100 0 - 3 (Dry Sieve)

(b)Fracture of Rounded Rock - Fracture of rounded Rock shall be determined according to

AASHTO T 335. Open-graded Aggregate fracture requirements shall conform to the following:

Percentage of Fracture (by Weight)

(c)Durability - Open -graded Aggregate shall meet the durability requirements of 02630.10(c).
Source: Oregon Standard Specifications for Construction, 2024 Edition. Pages 11991200 of 1,268.