Summary for Test 2020-05-04-8-9
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214314 DEA: 081F6904 EFIS: 0815000016 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-79-0.0/15.6 |
| Award Date | 10/02/2019 |
| Closeout Date | 03/23/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | RIVERSIDE COUNTY NEAR TEMECULA FROM SAN DIEGO COUNTY LINE TO 0.4 MILE EAST OF BUTTERFIELD STAGE ROAD |
| QA Service Level | 1 (Verified on 12/12/2019) |
Sample Information
| Sample Taken Date | 05/04/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/05/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 Aggregate and RAP |
| The quantity of what the sample constitutes | PSUE 6 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | All American Asphalt Corona | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0208A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt Corona | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-33-0005::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 105927 | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-04-8
DIME Test ID: 2020-05-04-8-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-05-12
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 05/08/2020
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: 87 %
Cumulative percent passing the 1/4 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 7.8 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 5/12/2020 ✔