Attachment D_SPS_2.6.26_Cerro Pelado Roads Reconstruction.docx

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Solicitation is Restricted to the Current Region 3 FERM BPA Holders - USDA Forest Service
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127EAX26Q0056
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This is a specification attachment for a road reconstruction project under a USDA Forest Service contract. The document provides technical specifications for materials and construction standards applicable to the Cerro Pelado Roads Reconstruction project, specifically addressing two key components: cattle guard standards and forest service aggregate requirements.

The attachment modifies cattle guard specifications by replacing the "HS-20" designation with "U-80" classification under Section 619.08(c). For surface course aggregate under Section 703.05, the specification establishes comprehensive requirements for hard, durable particles including crushed stone, crushed slag, or crushed gravel. These materials must meet defined gradation standards per Table 703-1 (ranging from 100% passing at 1 inch to 8-18% passing at No. 200 sieve), Los Angeles abrasion testing limits of 35% maximum per AASHTO T 96, soundness requirements using sodium sulfate with 12% loss maximum for both coarse and fine aggregate, durability index minimums of 35 for both coarse and fine materials, and fractured faces requirements of 75% minimum with one or more faces per AASHTO T 335. Additional requirements include organic matter prohibition, clay content limits, and liquid limit specifications of 35 maximum. The specification permits imported bentonite addition (2% when plasticity index is below 4) to achieve required plasticity index levels of 4-10, with statistical procedures excluded from application.

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ATTACHMENT D

619(SPS) – U-80 Cattleguards Delete “HS-20” from Subsection 619.08(c) Cattle Guards, Cattle guard and replace with “U-80.”

703(SPS) – R3-G Forest Service Aggregate

Delete 703.05 and replace with the following:

703.05 Surface Course Aggregate

(a) General. Provide hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming to the following:

(1) GradationTable 703-1
(2) Los Angeles abrasion, AASHTO T 9635 percent maximum
(3) Soundness of aggregate using sodium sulfateAASHTO T 104, 5 cycles
(a) Coarse aggregate12 percent loss maximum
(b) Fine aggregate12 percent loss maximum
(4) Durability index (coarse), AASHTO T 21035 minimum
(5) Durability index (fine), AASHTO T 21035 minimum
(6) Fractured faces, AASHTO T 335 (one or more)75 percent minimum

(7) Without organic matter and lumps or balls of clay.

(8) Liquid limit, AASHTO R 58 and T 89, Method A 35 maximum

Table 703-1 Surface Course Gradation R3-G and Plasticity Index Limits

Sieve Size
Percent by Mass Passing

Designated Sieve (1,2)

(AASHTO T 27 & T 11)

1 inch
100
3/4 inch
97 - 100
3/8 inch
68 - 85
No. 4
45 - 64
No. 16
25 - 42
No. 40
16 - 29
No. 200
8-18
Plasticity index (PI)*
4-10

*Imported bentonite can be added to meet the specification. If less than 4 PI then add 2% bentonite.

(1) Surface course aggregate shall conform to gradation specified in Table 703-1.

(2) Statistical procedures do not apply.

File details come from the government source that posted it. Updated .