Summary for Test 2020-09-10-31-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214518 DEA: 034F3704 EFIS: 0314000152 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-174-2.7/4.6 |
| Award Date | 01/24/2020 |
| Closeout Date | 01/19/2023 |
| Work Description | REALIGN ROADWAY CURVES. |
| Location Description | NEVADA COUNTY NEAR PEARDALE FROM MAPLE WAY TO YOU BET ROAD |
| QA Service Level | 1 (Verified on 11/22/2019) |
Sample Information
| Sample Taken Date | 09/10/2020 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 09/11/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA - 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 McKeehan (WITNESS) | Last name of sampler or witnessed by | Brad McKeehan (WITNESS) |
| Title of sampler | DSG Personnel | Telephone number of sampler | |
| Laboratory sample identification | JMF20-029B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | DeSilva Gates Aggregates-Marysville | 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 | DeSilva Gates Aggregates Marysville |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Continuous | Stockpile Size (tons) | 500 |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-09-10-31
DIME Test ID: 2020-09-10-31-3
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: 2021-02-18
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: 10/01/2020
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 74 %
Cumulative percent passing the 3/8 in. sieve: 65 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.7 %
General comments (publicly viewable) (Max 1000 characters): JMF20-029B. Terrance White
Test was verified on 2/18/2021 ✔