Summary for Test 2021-07-07-11-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215150 DEA: 120P0304 EFIS: 1215000024 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-74-11.5/16.6 |
| Award Date | 11/13/2020 |
| Closeout Date | 01/28/2025 |
| Work Description | PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM. |
| Location Description | ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 07/07/2021 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 07/12/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25, 0.25% Evotherm |
| The quantity of what the sample constitutes | 2 Bags of Coldfeed, 2 Bags of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble Orange | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0407A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 36R2508SPWEO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange 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
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DIME Sample ID: 2021-07-07-11
DIME Test ID: 2021-07-07-11-1
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: 2021-07-19
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?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 07/13/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 83 % | ||||||
| 70 % | ||||||
| 43 % | ||||||
| 26 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 3.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/19/2021 ✔