Summary for Test 2020-06-27-8-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
Award Date | 05/01/2019 |
Closeout Date | 02/22/2024 |
Work Description | Not set |
Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 06/27/2020 | Sample Unique Key | 8 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/01/2020 |
Sample type | Verification | A brief description of the sample | 3/4" HMA - A w/RAP (Long Life, RB, #2) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J. Buscheck (WITNESS) | Last name of sampler or witnessed by | J. Buscheck (WITNESS) |
Title of sampler | Granite Personnel | Telephone number of sampler | |
Laboratory sample identification | JMF20-033 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite -- Bradshaw Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | GCCO Bradshaw Plant, RAP Bin 1 |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Continuous | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-27-8
DIME Test ID: 2020-06-27-8-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-01-20
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 09/04/2020
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 83 %
Cumulative percent passing the #8 sieve: 64 %
Cumulative percent passing the #16 sieve: 50 %
Cumulative percent passing the #30 sieve: 38 %
Cumulative percent passing the #50 sieve: 28 %
Cumulative percent passing the #100 sieve: 19 %
Cumulative percent passing the #200 sieve: 13.2 %
General comments (publicly viewable) (Max 1000 characters): JMF20-033.
Test was verified on 1/20/2021 ✔