Summary for Test 2020-08-10-51-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| 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 | 08/10/2020 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/11/2020 | Sample type | Verification |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | Granite Personnel |
| Telephone number of sampler | Laboratory sample identification | JMF20-036 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction - Bradshaw | |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | GCCO Bradshaw Plant, Bin 1 |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Continuous | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-08-10-51
DIME Test ID: 2020-08-10-51-3
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: 2021-03-08
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: 09/03/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 10 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 83 % | ||||||
| 61 % | ||||||
| 48 % | ||||||
| 39 % | ||||||
| 30 % | ||||||
| 24 % | ||||||
| 19 % | ||||||
| 16.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF20-036.
Test was verified on 3/8/2021 ✔