Summary for Test 2020-04-24-2-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-0.6/1.7 |
| Award Date | 10/17/2017 |
| Closeout Date | 04/23/2020 |
| Work Description | (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA. |
| Location Description | Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60. |
| QA Service Level | 1 (Verified on 12/11/2017) |
Sample Information
| Sample Taken Date | 04/24/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/27/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA-A-SP R15 Aggregates 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 | Vulcan Corona |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0201A-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Corona | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0027, 91-33-0073 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 224112 CORD SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan 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 | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-24-2
DIME Test ID: 2020-04-24-2-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-05-06
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/27/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 86 % | ||||||
| 76 % | ||||||
| 46 % | ||||||
| 34 % | ||||||
| 24 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 6 % | ||||||
| 4.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 5/6/2020 ✔