Summary for Test 2025-03-08-12-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91,605-R16.6/R16.8,R0.0/R10.4 |
| Award Date | 06/20/2023 |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
| Sample Taken Date | 03/08/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/10/2025 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.50% EVO | The quantity of what the sample constitutes | 4 bags of comb agg, 2 bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Thomas Shiver |
| Last name of sampler or witnessed by | Vulcan - QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0158A-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ingevity, Valero, Fish Canyon Irwindale, Vulcan Sun Valley | |
| 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) | 91-19-0035, 91-19-0016 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley 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 | 220200W SVA VLO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-08-12
DIME Test ID: 2025-03-08-12-3
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: 2026-01-30
Test Results
What type of gradation is being tested?: Combined 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?: Yes
Input Type: Calculated
Tester's full name: David Padilla/ D.M.
Date of test: 03/13/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 78 % | ||||||
| 66 % | ||||||
| 45 % | ||||||
| 36 % | ||||||
| 25 % | ||||||
| 16 % | ||||||
| 8 % | ||||||
| 4 % | ||||||
| 2.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Aggregate Gradation
Test was verified on 1/30/2026 ✔