Summary for Test 2020-07-24-55-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311 |
---|---|
DIST-CO-RTE-PM | 03-SUT-99-39.2/41.4 |
Award Date | 05/15/2020 |
Closeout Date | 12/13/2023 |
Work Description | WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM. |
Location Description | SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION) |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 07/24/2020 | Sample Unique Key | 55 |
---|---|---|---|
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 | 07/27/2020 |
Sample type | Verification | A brief description of the sample | 3/4" HMA-A w/RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Brad (WITNESS) | Last name of sampler or witnessed by | Mckeehan (WITNESS) |
Title of sampler | DGS Personnel | Telephone number of sampler | |
Laboratory sample identification | JMF20-029 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | DeSilva Gates Aggregates-Marysville | Transportation Laboratory (TL) Number | c779826 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | DeSilava Gates Aggregates |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Continuous | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-24-55
DIME Test ID: 2020-07-24-55-3
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: 2021-01-26
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: 07/30/2020
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 9.1 %
General comments (publicly viewable) (Max 1000 characters): JMF20-029.
Test was verified on 1/26/2021 ✔