Summary for Test 2020-02-27-27-3
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 | 02/27/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 02/28/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA - A, LL (Rich Bottom) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Walt | Last name of sampler or witnessed by | Wylie (Witness) |
| Title of sampler | Teichert Personnel | Telephone number of sampler | |
| Laboratory sample identification | JMF20-003 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Perkins - Continuous 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 | Teichert Perkins |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Static | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-02-27-27
DIME Test ID: 2020-02-27-27-3
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: 2020-12-24
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Kavon Rastegar
Date of test: 03/04/2020
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: 97 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 52 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 11.2 %
General comments (publicly viewable) (Max 1000 characters): JMF20-003.
Test was verified on 12/24/2020 ✔