Summary for Test 2021-09-28-49-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215410 DEA: 060U5204 EFIS: 0616000003 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R14.0/R14.5,15.1/19.6 |
| Award Date | 04/01/2021 |
| Closeout Date | 10/03/2022 |
| Work Description | HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING. |
| Location Description | MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 09/28/2021 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/27/2021 | Sample type | Dispute Resolution |
| A brief description of the sample | Dispute 3/4" HMA-A-SR R15 | The quantity of what the sample constitutes | 1 Bag of Aggregate |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Thomas |
| Last name of sampler or witnessed by | S | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 5029 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Madera | |
| 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) | 91-10-0010, 91-10-0024 |
|---|---|---|---|
| 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 | 221532 | A detailed description of where the material sample was collected | Belt Cut at Vulcan Madera 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 | 2 | |
| Sublot number | 19 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-28-49
DIME Test ID: 2021-09-28-49-1
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: 2021-11-03
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: Friday Ofoegbu
Date of test: 10/28/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 80 % | ||||||
| 58 % | ||||||
| 36 % | ||||||
| 27 % | ||||||
| 20 % | ||||||
| 15 % | ||||||
| 9 % | ||||||
| 5 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 11/3/2021 ✔