Summary for Test 2021-09-28-9-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214920 DEA: 073W8704 EFIS: 0717000118 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-46.9/50.4 |
| Award Date | 06/09/2020 |
| Closeout Date | 07/03/2023 |
| Work Description | PERFORM SLURRY SEAL, REPLACE AC SURFACING AND INDIVIDUAL SLABS. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR MALIBU FROM MALIBU LAGOON BRIDGE TO SOLISTICE CANYON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
| Sample Taken Date | 09/28/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 10/01/2021 |
| 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 Aggregate, 1 Bag of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | RJ Noble QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0566A-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: 2021-09-28-9
DIME Test ID: 2021-09-28-9-1
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: 2021-10-11
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: 10/02/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 80 % | ||||||
| 67 % | ||||||
| 47 % | ||||||
| 28 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 10/11/2021 ✔