Specifications.pdf
PDF 199 KB Posted
- Attached to
- Aggregate Screenings
- Solicitation number
- 80DOT-S41
- Issued by
- Lyon County, Nevada
About this file
The document provided is the Standard Specifications for Road and Bridge Construction, which outlines the requirements for screenings material to be used in road and bridge construction projects in the state of Nevada. The state of Nevada is seeking competitive pricing for a one-time purchase of 3/8" and 1/2" screenings to be delivered to various mileposts on State Route 160 in Nye County and the city of Las Vegas. The specifications provide detailed requirements for the physical properties of the screenings, including gradation, fractured faces, cleanness value, and stripping test. The document also outlines the sampling and testing requirements for the screenings to ensure they are free from detectable levels of naturally occurring asbestos (NOA). Specific sampling frequencies and testing methods are provided based on the geological setting and material type.
Pricing terms, set-asides, incumbents, funding sources, and other salient information are not provided in the document. The focus is on the technical specifications and testing requirements for the screenings material to be used in the road and bridge construction project.
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| File | Type | Posted |
|---|---|---|
| Additional Requirements~3.docx | DOCX document | |
| 2018-01-31 Standard Terms and Conditions for Commodities~4.pdf |
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Text version
Standard Specifications for Road and Bridge Construction, 2014 Edition Subsection 705.03.04
705.03.04 Screenings. The screenings shall conform to the following requirements:
Percent Passing by Mass
Sieve Size
12/5 mm (1/2 in.)
9.5mm (3/8 in.)
4.75 mm (No. 4)
2.36 mm (No. 8)
1.18 mm (No. 16) 75 ^m (No. 200)
Project Control Tests Sieve Analysis Sampling Aggregate Fractured Faces
Fractures Min.)
Cleanness Value
Stripping Test
Source Requirements Test
12mm (1/2" Grade 1
90-100 15-35
0-4
0-2
Fest
Percentage of Wear (500 Rev.)
size) 9 Grade 2
50-80
0-15
0-5
0-2
Test Method Nev. T206 Nev. T200
Nev. T230
Nev. T228 Nev. T209
Test Method
AASHTO T96
.5mm (3/8"
20-45
0-6
0-2 size
Requirements Above
90% Min. (2
81%Min.
Satisfactory
Requirements 37% Max.
SECTION 106 - CONTROL OF MATERIAL
106.01 Source of Supply and Quality Requirements. Rock, soil, and other mineral material obtained or produced to construct the project shall be free from detectable levels (< 0.25%) of Naturally Occurring Asbestos (NOA). Such materials are borrow embankment, selected borrow embankment, Rock mulch, decorative boutders, granular backfill, drain rock, base aggregates, shouldering material, aggregates for bltumlnous mixtures, aggregates for Portland cement products, rip rap, rip rap bedding. and any other similar type of rock, soil, or mineral material required to construct the project.
Sample and test materials for NOA as specified herein and provide certified test results.
Provide certified test result prior to source acceptance. Do not deliver materials to the project until the material has been tested and deemed acceptable.
Provide certified documents determining the geological setting/material type from a Geologist to determine initial sampling frequencies.
Sampling frequency shall be performed based on the geologlc settlng/materlal type as follows:
Goologlc SetUngfMateftat Type
Voteanics or Granltte Plirtons (and associated alluvlum)
Undocumented geotoflfc materials (no previous NOA sampling)
Sedlmentary or Metamorphte (e.g. stiale, llmBSlons, and associated atluvlum)
Previously sampled boirow areas or gravel pits with non-detectabte levels of NOA (< 0.25%) sampling Frequency
Three samples of pre-mlned materials by coring or other methods*; one sample every 5,000 cubic yards of procAssed material.
Three samples o( pfe-mlned inaterfals by exiling or other methods'; one sample ever/ 6,000 cubfc yards of processed malerial, One sample evaiy 5,000 cubic yards for the first 15,000 cubic yards; one sample every 18,000 cubic yards thereafter, One sample eveiy 5,000 cubto yards for (he flret 15,000 cubic yards; ona sample evefy 15,000 cubte yards thweaner.
•NOA results from Initial core samples will Indicate the need for additional sampling as mining depth Increases, Obtain composite samples by collecting a minimum of 5 and up to 30 aliquots (subsamples mixed together to make 1 sample). Use a hammer, chlsel, trowel, or other tool to collect ths 5 to 30 aliquots. Place allquots In a labeled, re-closable plastic bag.
If collecting 30-aliquot samples, each aliquot shall weigh approximately 3 ounces for a total sample weight of approximately 5 pounds. For 5-aliquot samples, each aliquot shall weigh approxtmatsly 1 pound. Each sample will represent 5,000 to 15,000 cubic yards based on the aforementioned sampling frequency.
Use a sample grid to collect unbiased composite samples, For core samples, collect sample aliquots from discrete depths throughout the length of core.
Document sampling locations, number of samples, and Imported material types. Document the sample locations with a global positioning system unit. Taks photographs and record notes for each sample.
Ship samples to an asbestos analytical laboratory In secured sample containers, Samples shall be analyzed using EPA Method 600 for Polarized Light Mlcroscopy (PLM) analysis determination of asbestos at a detection limit of 0.25 % asbestos by mass (count a total of 400 points).
Have the laboratory grind all samples for PLM and TEM analyses to 250 micron size.
Based on the PLM results, reanalyze approximately 20% of the samples using the Transmission Electron Mlcroscopy (TEM) method to confirm non-detectable NOA concentrations and provide lower limits of detection for samples with NOA detected, Provide TEM results In Phased Contrast Microscopy equivalents (PCME) concentrations. Report all regulated and non-regulated asbestos fibers and bundles.
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